Agenda packet — Ukiah City Council, August 16, 2023 (part 2 of 3)

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Grace Hudson Museum Roof Replacement Negotiated Contract Final payment will be made within thirty (30) days after receipt of an approved final invoice and other required submittals referenced above and determination of all Contractor’s claims, or sixty (60) days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved final invoice has not been submitted within sixty (60) days after Acceptance of the work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums.

The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.

The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under this Agreement, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from:

1. Unsettled or future liens,

2. Failure of the Work to comply with the requirements of the Contract Documents,

3. The terms of any warranties required by or contained in the Contract Documents,

4. The right to any insurance proceeds or the right to make any insurance or bond claims,

5. Any claims with respect to Contractor’s obligation of indemnity with respect to claims asserted by third parties, or

6. Any latent deficiencies with the Work or Contractor’s fraud. 10-07. Stop Payment Notices. The City will retain and withhold from payment to the Contractor sufficient sums to cover stop payment notices filed pursuant to sections 9350 et seq. of the California Civil Code, including an amount to provide for the reasonable cost of any litigation thereunder. 10-08. Contract Price Adjustment. If a Contract Change Order provides for an adjustment to the Contract Price, the amount of such adjustment shall be determined by one of the following methods, or a combination thereof, as determined by the City and at its sole discretion:

1. Lump Sum. Contractor and the City may agree on a lump sum amount for the Change Order. At the City's request, Contractor will provide pricing for the work.

2. Unit Prices. The unit prices set forth in the Contractor’s Bidding Schedule will be utilized where they are applicable and acceptable to the City. The Contractor’s unit prices shall remain firm and shall not be subject to adjustment unless and until the actual quantity of work is increased or decreased by Contract Change Order in an amount greater than 25% from the estimated quantity indicated for such item.

Unit prices for new items included in the Contract Change Order shall be as mutually agreed upon or, in the absence of agreement, as determined by the City in the same manner if the work were to be paid for on a force account basis.

3. Force Account. Where the City and Contractor are unable to agree on lump sum pricing and if the City does not elect to utilize the unit prices in Contactor's bid, or such unit prices are not applicable, the changed work will be performed and tracked by Contractor as Force Account Work as described in Section 10-09. The City will pay for such work properly attributable to the change in accordance with those Force Account provisions.

4. Eliminated Items. The City reserves the right to delete any bid item of Work in its entirety.

The City makes no representation that any work under a bid item of Work will be performed, and all work may be subject to a Contract Change Order that deletes such work. Bid items are distinct and severable from the other bid items, and Contractor shall not be entitled to any anticipated profit, unabsorbed overhead, or other indirect expense attributable to the deleted item, except as provided immediately below with regard to force account mark-ups on the direct and verifiable costs incurred prior to the City’s order that deletes the work.

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Grace Hudson Museum Roof Replacement Negotiated Contract Should any bid item of Work be eliminated in its entirety and not accounted for as described immediately above and, in the absence of an executed Contract Change Order covering such elimination, payment will be made to the Contractor for actual direct and verifiable costs incurred in connection with such eliminated bid item if incurred prior to the date of notification in writing by the City of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the City, and if orders for such material cannot be canceled, it will be paid for at the actual direct and verifiable cost to the Contractor. Actual direct costs shall include documented vendor shipping fees, supplier restocking fees, if applicable, and Contractor handling costs directly related to the eliminated item(s). In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the City so directs, the material shall be returned and the Contractor will be paid for the actual direct cost of charges made by the vendor for returning the material. The actual direct cost of handling returned material will also be paid for by the City. The actual direct and verifiable costs to be paid by City as provided herein will be computed in the same manner as if the work were to be paid for on a force account basis, including the application of force account mark-ups to said costs.
10-09. Force Account Payment. When Work performed pursuant to a Change Order is to be paid for on a force account basis, the Contractor’s labor, materials and equipment used in the performance of such Work shall be subject to the approval of the City, and the compensation will be determined as set forth below in this section.

The Contractor will be paid the direct costs for labor, materials and equipment used in performing the Work as hereafter provided.

To the total of the direct costs computed as provided in Sections (1) "Labor," (2) "Materials" and (3) "Equipment Rental," below, there will be added a markup of fifteen percent (15%) to the cost of labor, ten percent (10%) to the cost of materials, and five percent (5%) to rented equipment.

The above markups shall constitute full compensation, covering the costs of all supervision, overhead, profit and any other general expense not specifically designated as a direct cost in Sections (1), (2) and (3) below. The total payment made as provided above (i.e., direct cost plus applicable markups) shall be deemed to be the actual cost of such work and shall constitute full compensation therefor. Contractor specifically understands and agrees that such payment shall include any Contractor costs for interruption, disruption, and acceleration, extended overhead, Change Order management, delay or other “impact” claim or “ripple effect” claim.

When work paid for on a force account basis is performed by forces other than the Contractor's own forces, the maximum allowable mark-ups for the subcontractors’ costs shall be fifteen percent (15%) to the cost of labor, ten percent (10%) to the cost of materials, and five percent (5%) to rented equipment. Contractor will be entitled to an additional markup of five percent (5%).
(1) Labor. The Contractor will be paid the cost of labor for the workers (including foremen when authorized by the Engineer), used in the actual and direct performance of the Work. All labor costs associated with overhead, whether field or home office, are specifically excluded herein, as those labor costs are covered by the above mark-ups. The cost of labor, whether the employer is the Contractor, Subcontractor or other forces, will be the sum of the following:
(a) Actual Wages. The actual wages paid shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation and similar purposes. (b) Labor Surcharge. To the actual wages, as defined in Section (a), will be added a labor surcharge set forth in the County of Sacramento Standard Construction Specifications that are in effect on the date upon which the work is accomplished. Said labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws and for all other payments made to, or on behalf of, the workers, other than actual wages as defined in Section (a) and subsistence and travel allowance as specified in Section (c).

Labor rates submitted for work under time and materials shall include the labor surcharge

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Grace Hudson Museum Roof Replacement Negotiated Contract (c) Subsistence and Travel Allowance. The actual subsistence and travel allowance paid to such workers. No mark up will be allowed on subsistence and travel expense. (2) Materials. The City reserves the right to furnish such materials as it deems advisable, and the Contractor shall have no claims for costs and markup on such materials. Only materials furnished by the Contractor and necessarily used in the performance of the Work will be paid for. The cost of such materials will be the cost to the purchaser, whether Contractor, Subcontractor or other forces, from the Supplier thereof, except to the extent that the following are applicable:
(a) If a cash or trade discount by the actual Supplier is offered or available to the purchaser, it shall be credited to the City notwithstanding the fact that such discount may not have been taken.
(b) If materials are procured by the purchaser by any method which is not a direct purchase from and a direct billing by the actual Supplier to such purchaser, the cost of such materials shall be deemed to be the price paid to the actual supplier plus the actual costs, if any, incurred in the handling of such materials.
(c) If the materials are obtained from a supply or source owned wholly or in part by the purchaser, the cost of such materials shall not exceed the price paid by the purchaser for similar materials furnished from said source on Bid items or the current wholesale price for such materials delivered to the job site, less any discounts as provided in Section (a), whichever is lower.
(d) If the cost of such materials is, in the opinion of the City, excessive, then the cost of such material shall be deemed to be the lowest current wholesale price at which such materials were available in the quantities concerned, less any discounts as provided in Section (a). (e) If the Contractor does not furnish satisfactory evidence of the cost of such materials from the actual supplier thereof within sixty (60) days after the date of delivery of the materials or within fifteen (15) days after Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which such materials were available in the quantities concerned, less any discounts as provided in Section (a).
(3) Equipment. Within fifteen (15) days after request by the City, the Contractor shall submit a list of equipment intended to be used on the Agreement for review and approval by the City. The equipment list will identify all pieces of the equipment to be used on the project and will include the make, model number, serial number and all attachments for each piece of equipment. The equipment submittal will include hourly rates (excluding operators) for (i) equipment operated for forty (40) hours and less per week; (ii) equipment operated for more than forty (40) hours per week; and (iii) equipment not operated and on standby. In determining a suitable rental rate for equipment, the Engineer shall take into consideration the applicable Schedule of Equipment Rates issued by Caltrans, as well as Contractor’s proposed rate(s) and supporting documentation.

Standby rates will apply for equipment operating over eight (8) hours in any given twelve (12) hour shift.

Equipment located at a work site and utilized on non-force account work shall not be eligible for standby payment, and shall be charged on a force account basis only when solely performing preapproved force account work tasks.

If it is deemed necessary by the City to use equipment not listed in the approved Equipment Submittal, outside rentals may be utilized. Contractor shall provide copies of invoicing from the rental agency as part of the force account documentation.

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Grace Hudson Museum Roof Replacement Negotiated Contract The rental rates paid as above provided shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, ownership, depreciation, storage, insurance and all incidentals.

Operators of rented equipment will be paid for as provided in Section (1), "Labor." All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose for which the equipment is to be used. Prior to beginning force account work, the City and Contractor shall agree on all equipment to be used for the work described in the daily time and material form.

Individual pieces of equipment or tools not listed in said publication and having a replacement value of $1000 or less, whether or not consumed by use, shall be considered to be small tools and no payment will be made therefor.

No payment will be made on a force account basis for equipment that is inoperative due to breakdown, servicing or repair or is not functioning according to the manufacturer’s performance standards or is not being operated by a qualified operator.

For the use of equipment not listed on the approved Equipment Submittal that is moved in on the work and used exclusively for extra work to be paid for on a force account basis, the Contractor will be paid at the actual rental rates verified by the Contractor or rates charged for similar equipment listed in the Equipment Submittal. The cost of transporting the equipment to the location of the work and its return to its original location will be paid in accordance with the following provisions. The original location of the equipment to be hauled to the location of the work will be agreed to by the City in advance. The City will pay the costs of loading and unloading such equipment. The cost of transporting equipment in low bed trailers shall not exceed the hourly rates charged by established haulers. The cost of transporting equipment shall not exceed the applicable minimum established rates of the Public Utilities Commission.

Equipment charges shall begin at the time the equipment is unloaded at the site of the extra work, shall include each day of the work week (defined elsewhere in the Contract Documents) that the equipment is at the site of the extra work, excluding legal holidays, unless the equipment is used to perform the extra work on such days, and shall terminate at the end of the day on which the City directs the Contractor to discontinue the use of such equipment.

Equipment operated less than thirty (30) minutes shall be considered to be one-half (1/2) hour of operation charged accordingly.

Should the Contractor desire the return of the equipment to a location other than its original location, the City will pay the cost of transportation in accordance with the above provisions; however, such payment shall not exceed the cost of moving the equipment to the Work.

Payment for transporting and loading and unloading equipment, as above provided, will not be made if the equipment is used on the Work in any other way than for extra work paid for on a force account basis.
10-10. Records. The Contractor shall maintain its records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a force account basis and the costs of other operations.

From the above records, the Contractor shall furnish the City completed daily extra work reports, on forms acceptable to the City , for each day’s extra work to be paid for on a force account basis. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, subcontractor, or other forces. The daily extra work reports shall provide names or identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type and identification number of equipment, and hours operated. Daily extra work and force account reports (actual or claimed) shall be signed by both the Engineer and Contractor’s representatives within twenty-four (24) hours of the performance of the work.

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Grace Hudson Museum Roof Replacement Negotiated Contract Valid copies of vendor’s invoices shall substantiate material charges. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports.

Should said vendor’s invoices not be submitted within sixty (60) days after the date of delivery of the material or within fifteen (15) days after the Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which said materials were available in the quantities, less any discounts.

The Contractor or its authorized representative shall sign said daily extra work reports.

The Engineer will compare its records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustments. When these daily extra work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed, but shall not preclude subsequent adjustment based on a later audit by the City.

The Contractor’s cost records pertaining to Work paid for on a force account basis shall be open to inspection or audit by representatives of the City during the life of the Agreement and for a period of not less than three (3) years after the date of Agreement completion and the Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor shall make every reasonable effort to insure that the cost records of such other forces will be open to inspection and audit by representatives of the City on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than sixty (60) days after the date of Acceptance of the Agreement, the Contractor will be given fifteen (15) days notice of the time when such audit is to begin. 10-11. Compensable Delay. Any Contractor claim for damages or additional compensation based on delay shall be limited to only those circumstances where the Contractor has fulfilled each of the following three (3) requirements:

1. Contractor has established its entitlement to a time extension pursuant to the provisions described above regarding delay and extensions to the Work.

2. The delay was caused solely by the City’s issuance of changes made pursuant to the provisions of “Changes in Work” elsewhere in these Special Provisions or by acts or neglect of the City.

3. The delay was unreasonable under the circumstances and not within the contemplation of the parties.

It is expressly understood and agreed that delays caused by the City will be non-compensable when there are concurrent delays caused by the Contractor. Also, Contractor shall have no entitlement to additional compensation for any delay where there have been concurrent delays caused by non-compensable delays, including, but not limited to, fire, floods, tidal waves, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes and freight embargoes.

Upon the Engineer’s written request, the Contractor shall make its financial records available for audit by the City for the purpose of verifying the actual rate of overhead specified in the audit submitted by the Contractor. The overhead specified in the audit, submitted by the Contractor, will be subject to approval by the Engineer.

Contractor's damages and/or additional compensation for delays will consist solely of the extended costs of maintaining Contractor's jobsite presence. Contractor will not be entitled to any extended home office overhead.

Compensation for idle time of equipment will be determined in the same manner as determinations are made for equipment used in the performance of extra work paid for on a force account basis with the following exceptions:

1. The time for which such compensation will be paid will be the actual normal working hours during which such delay conditions exists, but in no case will exceed eight (8) hours in any one day.

2. The days for which compensation will be paid will be each calendar day of the work week during the existence of such delay, except that when rental of the equipment is paid for under the

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Grace Hudson Museum Roof Replacement Negotiated Contract provisions in “Force Account Payment – Equipment”, no payment will be made for delays in accordance with the provisions in this section.
10-12. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension.
10-13. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, in addition to those cost items identified in section 10-10, will be sustained by the City and that it is and will be impracticable and extremely difficult to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum set forth in the Agreement per day for each and every calendar day's delay beyond the time prescribed and the additional number of calendar days, if any, authorized by Contract Change Order, and that Contractor agrees to pay said liquidated damages herein provide for, and further agrees that the City may deduct the amount thereof from any monies due or that may become due the Contractor under the Agreement.

SECTION 11. DISPUTE RESOLUTION
11-01. Timely Notice of Claim. Contractor shall be solely responsible for providing written notice to the City of any claims for additional compensation and/or time in accordance with the provisions of the Contract Documents. It is City’s intent to investigate and attempt to resolve any Contractor claims before the Contractor has performed any disputed Work. In addition, the City desires to mitigate its responsibility (if any) for any Contractor claims before the disputed Work is performed. Therefore, Contractor’s failure to provide written notice within the time limitations set forth below shall constitute a waiver of Contractor’s claims for additional compensation and/or time. 11-02. Notice of Potential Claim. The Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the City (including the failure or refusal to issue a Change Order), or the happening of any event, thing or occurrence, unless it shall have given the City due written notice of potential claim as hereinafter specified; provided, however, that compliance with this section shall not be a prerequisite as to matters within the scope of the notice provisions in “Delays and Extension of Time” elsewhere in these Contract Documents, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.

The written notice of potential claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved and, insofar as possible, the amount of the potential claim. If based on an act or failure to act by the City, such notice shall be given to the City prior to the time that the Contractor has started performance of the Work giving rise to the potential claim for additional compensation, but in no event more than three (3) days after the occurrence that gives rise to the Contractor’s claim. In all other cases, notice shall be given within three (3) days after the happening of the event or occurrence giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete and specific claim for additional compensation and/or extension of the time for performance within fifteen (15) days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of any such claim.

The Contractor hereby agrees that he or she shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing or occurrence for which a written notice of potential claim as herein required was not timely filed.

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Grace Hudson Museum Roof Replacement Negotiated Contract If there is a dispute over any claim, the Contractor shall continue to Work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provisions of the Agreement.

The Contractor shall maintain cost records of all Work that is the basis of any dispute. On a daily basis, Contractor shall submit to the City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work. These daily forms shall itemize all of Contractor's costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of Contractor’s daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim. Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim including a description of the specific Work activities affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely claim submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor claim, Contractor shall still be obligated to comply with the claim identification provisions identified in the Section 10-06 (Final Payment and Claims).

In the event that a subcontractor or supplier asserts a claim against the Contractor under its agreement with Contractor, the subcontractor or supplier shall look only to the Contractor for any payment or relief. Subcontractors and suppliers shall have no claim or cause of action against the City if such claim or cause of action arises out of the subcontractor’s or supplier’s agreement with Contractor. 11-03. Claims Procedure Pursuant to Public Contract Code Section 9204. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim
Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed to be rejected in its entirety.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement.

If the Contractor disputes the City's written response, or if the City does not respond within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of

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Grace Hudson Museum Roof Replacement Negotiated Contract the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures stated in Section 11-04, below.
11-04. Litigation and Forum Selection. Contractor and the City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County.

Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation.
11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach.

SECTION 12 MISCELLANEOUS PROVISIONS
12-01. Laws to Be Observed. The Contractor shall keep itself fully informed concerning all requirements of law, including but not limited to all State and Federal laws and county and municipal ordinances and regulations which in any manner affect those engaged or employed in the Work, the materials used in the Work, or which in any way affect the conduct of the Work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered in the Contract Documents for the Work in relation to any such requirements, the Contractor shall immediately report the same to the City in writing.

The laws of the State of California shall govern the Contract Documents.

If any part of the Contract Documents is declared invalid by a court of law, such decision will not affect the validity of the remaining portion, which shall remain in full force. 12-02. Rights in Land and Improvements. The Contractor shall make no arrangements with any person or entity to permit occupancy or use of any land, structure or building within the limits of the Work, for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any third party owner, former owner or tenant of such land, structure or buildings. The Contractor shall not occupy Cityowned property outside the limit of the Work shown on the Contract Drawings unless he obtains prior approval. 12-03 Antitrust Claims. The Contractor’s attention is directed to the following provision of Public Contract Code Section 7103.5(b), which shall be applicable to the Contractor and its subcontractors:
“In entering into a public works contract or a sub-contract to supply goods, services or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the awarding body all right, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or the sub-contract. This assignment shall be made and become effective at the time the awarding body tenders

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Grace Hudson Museum Roof Replacement Negotiated Contract final payment to the Contractor, without further acknowledgement by the parties.”
12-04. Third Party Rights. No provisions of the Contract Documents shall in any way inure to the benefit of any third party (including the public at large) so as to constitute such person a third party beneficiary of the Agreement or of any one or more of the terms and conditions of the Agreement or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
12-05. Assignment. The performance of the Agreement may not be assigned except upon the written consent of the City. Consent will not be given to any proposed assignment, which would relieve the original Contractor or its surety of their responsibilities under the Agreement, nor will the City consent to any assignment of a part of the Work under the Agreement.

The Contractor may assign monies due or to become due under the Agreement and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignment of monies shall be subject to all proper set-offs in favor of the City and to all deductions provided for in the Agreement, and particularly all money withheld, whether assigned or not, shall be subject to being used by the City for the completion of the Work in the event that the Contractor should be in default therein 12-06. Rights to Drawings and Technical Data. Shop Drawings and Working Drawings submitted to the City by the Contractor, Subcontractor or any lower tier Subcontractor pursuant to the Agreement, are the property of the City and the City may use, and disclose in any manner and for any purpose, Shop Drawings and Working Drawings delivered under the Agreement.

Technical Data including manuals or instructional materials, computer or microprocessor software which are delivered or submitted to the City by the Contractor, Subcontractor, or any lower tier Subcontractor pursuant to the Agreement are the property of the City, and the City may use or disclose same in any manner and for any purpose.
12-07. Gratuities and Conflict of Interest. The Contractor shall not offer or provide gratuities in the form of gifts, entertainment, loans, meals, rewards, and/or services to representatives of the City, including but not limited to, employees, agents, the Engineer, consulting engineers and architects, Inspectors and/or testing agencies retained by the City. If it is found that the Contractor has violated this provision, the Agreement may be subject to termination for default as defined elsewhere in these Special Provisions.

During the term of the Agreement and until the final payment has been made to the Contractor, the Contractor shall not employ or compensate in any manner whatsoever, the City employees and authorized representatives, agents, the Engineer, and any engineering service consultants, consulting Engineers and architects, Inspectors, and/or testing agencies retained by the City. Any exceptions to the employment or compensation to any of the above named parties must be made in writing by the City. If the Contractor offers or provides employment or compensation to those named above during the term of the Agreement, the Agreement may be subject to termination for default.

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TECHNICAL SPECIFICATIONS
SECTION 13. GENERAL INFORMATION
13-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and consists of all labor, equipment and materials to replace the existing roof with a standing seam metal roof at the Grace Hudson Museum, located at 431 South Main Street in Ukiah, California.

The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him of the responsibility for performing any of the work or operations required as a part of this contract.

Further information regarding the work or these specifications can be obtained from Mary Horger at (707) 463-6233. 13-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows:

Section No. Title
13 General Information
14 Construction Details

13-03. Arrangement of Plans. General locations and linear quantities of the work are shown in Appendix "A". 13-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 13-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. 13-06. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work.
13-07. Public Convenience and Safety. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at its expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work. 13-08. Maintaining Traffic. Attention is directed to Section 7-1.08, "Public Convenience," 7-1.09, "Public Safety," 7-1.092, "Lane Closure," and 7-1.095, "Flagging Costs," of the California Standard Specifications.

Streets shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible.

Full costs for "Maintaining Traffic", including "Flagging Costs", shall be considered as included in the various items of work and no additional compensation will be made.

13.09. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 13-10. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one year from the date of final Acceptance. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period.

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{00245263.1} 50 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract 13-11. Utilities. No water, sewer or electrical services will be provided by the City. It is the Contractor's sole responsibility to arrange such services as necessary.
13-12. Preconstruction Conference. A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
13-13. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project. The Contractor shall designate a safety officer and have in place a health and safety plan in accordance with the laws of the State of California and conduct safety meetings and document them in accordance with the law. The Contractor shall have the safety record available for inspection during working hours and shall submit job site safety meeting reports with each Payment application.

SECTION 14 - CONSTRUCTION DETAILS
14-01. Technical Specifications and Project Drawings. Please refer to Appendix A and B.

SECTION 15. EXCLUSIONS FROM GENERAL CONDITIONS
15-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions:
(1) Section 6-03. Office of Contractor at the Site
No other exclusions.

SECTION 16. AMENDMENTS TO GENERAL CONDITIONS
16-01. Sections of General Conditions to be Amended.

The following designated sections of the Special Provisions are hereby amended to read as follows:

No amendments.2021

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Grace Hudson Museum Roof Replacement Negotiated Contract

BID SUBMITTAL CHECKLIST
The following is a checklist to assist you in your submission of your bid documents. Please make sure you include the following when submitting your bid documents to reduce the risk of having your bid rejected:

Did you include?...
o Proposal (Page 46)
 Unit prices filled out clearly.
 Extended prices filled out clearly and calculated correctly  Total bid amount filled out clearly and calculated correctly  Sign the proposal, and provide complete information
 CLSB No. and expiration date
 Department of Industrial Relations Public Works Contractor Registration Number o Bidding Schedule (Page 56)
 Filled out completely per instruction
o Fair Employment Practices Certification (Page 58)
 Filled out completely per instruction
o Worker’s Compensation Certificate (Page 59)
 Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page 60)  Filled out completely per instruction
o List of Proposed Subcontractors (Page 61)
 Filled out completely per instruction
o Statement of Experience (Page 62)
o Non-Collusion Affidavit (Page 63)
 Filled out completely per instruction
 Notarized

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{00245263.1} 52 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

PROPOSAL
FOR
GRACE HUDSON MUSEUM ROOF REPLACEMENT – NEGOTIATED CONTRACT Specification No. 23-04
Name of Bidder _______________________ Business Phone _____________________ Business Address ________________________________________________________ Place of Business _______________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ Classification Type __________________________________________ Department of Industrial Relations Public Works Contractor Registration Number: ______________________ The undersigned Bidder submits this Proposal and binds itself on award by the City of Ukiah under this bi to execute a Contract in accordance with its Bid and,
Contract Documents, The Contract Documents, including but not limited to the Notice to Bidders, Instructions to Bidders, Form of Agreement. General Conditions, Technical Specifications, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranted required thereby are hereby affirmed.

This offer shall be irrevocable for a period of sixty (60) days after the date on which bids are opened.

The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposals, other than that requested, may render the bid non-responsive.

The undersigned Bidder declares that only persons or parties interested in this Proposal as principals are those named herein that this Proposal is made without collusion with any other person, firm, or corporation; that Bidder has carefully examined the location of the proposed work, the attached Form of Agreement, the Contract Drawings, the Special Provisions and other Contract Documents; and agrees that, if this Proposal is accepted that it will, 1) contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the Agreement herein contained
2) to provide all necessary machinery, tools, apparatus and other means of construction; 3) to do all the Work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according the requirements of the Engineer, as therein set forth; 5) indemnify the City against any loss or damage arising from any act of the undersigned as Contractor; and
6) accept as full payment therefor the prices indicated in the Bidding Schedule, including all Work modified by Addendum number _______________ (IF NONE< STATE NONE).

The Bidder shall set forth for each item of Work, in clearly legible figures, an item price and a total for the item in the respective spaces provided for this purpose in the Bidding Schedule.

The prices included within the Bidding Schedule include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.

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Grace Hudson Museum Roof Replacement Negotiated Contract

The names of all persons interested in the foregoing Proposal as Principals, are as follows:
______________________________________________________________________.

If SOLE OWNER, sign here:

I sign as sole owner of the business named above:
_____________________________________________________________________________ If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________ If CORPORATION, execute here:

Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*

Title

Typewritten or Printed Name
By
Signature of Authorized Official*

Title

Typewritten or Printed Name
If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*

Title

Typewritten or Printed Name

Signature of Authorized Official*

Title

Typewritten or Printed Name

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{00245263.1} 54 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract *If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to the City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

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Grace Hudson Museum Roof Replacement Negotiated Contract

BIDDING SCHEDULE
Bidders are directed to submit firm unit and lump sum prices for all Work set forth in the Contract Documents on this Bidding Schedule.

Unit prices and lump sum prices must be entered in the appropriate spaces provided in the Bidding Schedule. Unit prices shall be multiplied by the Quantities shown and the total shall be inserted in the “Total” column.

In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following:

1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;

2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.

The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each Bidder.

The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and all other Contract Documents and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Contract Documents, including all labor, materials, tools, equipment, services, subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project.

All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated.

Lowest bid will be based on the lowest Base Bid.

The Bidding Schedule is a summary list of all of the work required by the Contract Documents and is in no way intended to describe all items of work to be performed. Bidders must carefully examine the Contract Documents, including the Contract Drawings and the site of the work and perform such inquiries and investigations, as they deem appropriate in the formulation of their bids. All costs estimated to be incurred by Bidders must be included within one of the line items in the Bidding Schedule.

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{00245263.1} 56 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract NAME OF BIDDER:

SPEC #: 23-05
PROJECT NAME: GRACE HUDSON MUSEUM ROOF REPLACEMENT

BASE BID
ITEM
NO. DESCRIPTION UNIT OF MEASURE QUANTITY PRICE
1 Provide all necessary equipment, materials, labor and fees for roof replacement LS 1 $__________________________

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Grace Hudson Museum Roof Replacement Negotiated Contract

FAIR EMPLOYMENT PRACTICES CERTIFICATION
TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein.

GRACE HUDSON MUSEUM ROOF REPLACEMENT
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The Bidder shall execute the certification of this page prior to submitting its proposal.)

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Grace Hudson Museum Roof Replacement Negotiated Contract

WORKER'S COMPENSATION CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract.

Witness my hand this________ day of _______________, 200____ Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________

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Grace Hudson Museum Roof Replacement Negotiated Contract

CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT
The Bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards.

Signature and address of Bidder:
__________________________________________________ Date_____________ __________________________________________________
__________________________________________________
__________________________________________________
(This certification shall be executed by the Bidder in accordance with Section 60-1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for implementing Executive Orders 10925 and 11114.)

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LIST OF PROPOSED SUBCONTRACTORS
In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each Bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-

09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.

SUBCONTRACTOR
NAME

SUBCONTRACTOR

LICENSE NUMBER

SUBCONTRACTOR
DIR

REGISTRATION
NUMBER

SUBCONTRACTOR

BUSINESS

ADDRESS

PORTION/ TYPE

OF WORK

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Grace Hudson Museum Roof Replacement Negotiated Contract

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{00245263.1} 62 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

NON-COLLUSION AFFIDAVIT
The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted its bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.

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Grace Hudson Museum Roof Replacement Negotiated Contract

DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes______ No_____
If the answer is yes, explain the circumstances in the space below.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ Explanation, if any:

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{00245263.1} 64 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH
Mendocino County, California

AGREEMENT
FOR

GRACE HUDSON MUSEUM ROOF REPLACEMENT
Specification No. 23-05
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:

WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other Contract Documents for the work herein described and shown and has approved and adopted these Contract Documents, including but not limited to specifications and drawings and has caused to be published in the manner and for the time required by law a notice to Bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and
WHEREAS, the City, in the manner prescribed by law, has examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible Bidder for the work and for the sums named in the proposal,
NOW, THEREFORE, THIS AGREEMENT WITNESSETH:

Article I. Work to be Done and Contract Days Allowed.

That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other Contract Documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within Ninety (90) calendar days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at its option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer. The Contractor shall diligently prosecute all of the Work under this Agreement in all parts and requirements as defined in the Contract Documents. For each day of day that work remains incomplete, the Contractor will pay to the City, as liquidated damages, the amount of $500 per day, as more particularly described in Section 10-12 of the General Conditions.

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{00245263.1} 65 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract Article II. Contract Prices.

That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete and timely performance of the contract by the Contractor in strict accordance with the Contract Documents. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, and all other Contract Documents.

Article III. Labor Discrimination.

Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." In connection with the performance of work under this contract, the Contractor agrees as follows:
(a) The Contractor will not willfully discriminate against any employee or an applicant for employment because of race, color, religion, ancestry, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, ancestry, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the awarding authority setting forth the provisions of this Fair Employment Practice section. (b) The Contractor will send to each labor union or representative of workers with which he or she has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the awarding authority, advising the said labor union or worker's representative of the Contractor's commitments under this section, to employees and applicants for employment. (c) The Contractor will permit access to his or her records of employment, employment advertisements, application forms and other pertinent data and records by the Fair Employment Practices Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.
(d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining the Contractor to be not a "responsible Bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor.

The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor has

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{00245263.1} 66 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429.

Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period.
(e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for each person who was denied employment as a result of such non-compliance, the penalties provided in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section shall be construed in any manner of fashion so as to prevent the City or the State of California from pursuing any other remedies that may be available at law.
(g) Prior to awarding the Contract, the Contractor shall certify to the awarding authority that he or she has or will meet the following standards for affirmative compliance, which shall be evaluated in each case by the awarding authority:
(1) The Contractor shall provide evidence, as required by the City that he or she has notified all supervisors, foremen and other personnel officers in writing of the content of the anti-discrimination clause and their responsibilities under it.
(2) The Contractor shall provide evidence, as required by the City, that he or she has notified all sources of employees’ referrals (including unions, employment agencies, advertisements, Department of Employment) of the content of the anti-discrimination clause. (3) The Contractor shall file a basic compliance report, as required by the City. Willfully false statements made in such reports shall be punishable as provided by law. The compliance report shall also spell out the sources of the work force and who has the responsibility for determining whom to hire, or whether or not to hire.
(4) Personally, or through his or her representatives, the Contractor shall, through negotiations with the unions with whom he or she has agreements, attempt to develop an agreement which will:
a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment.
(5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor.

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Grace Hudson Museum Roof Replacement Negotiated Contract (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid.

Article IV. Parts of the Contract.

This Agreement shall consist of this document and all of the Contract Documents, which are incorporated herein and made a part hereof. The Contract Documents include all of the following:

Contract Documents: Those documents that form the basis of the Agreement, including, but not limited to, the Notice to Bids, Instructions to Bidders, Pre-Bid Conference, Bid Forms, Bidding Schedule, Schedule of Values, Bidding Addenda, Form of Agreement, Contract Bonds, General Conditions, Supplemental Conditions, Federal Requirements, Prevailing Wages, Insurance Requirements, Technical Specifications, Appendices, Contract Drawings, Addenda, Contractor’s bid, and all Change Orders issued after the execution of the Agreement, and all other documents incorporated by reference in the same.

Article V. Prevailing Wage Scale
Reference is made to the requirements on the general prevailing wage rates set forth in the Contract Documents. A copy of such rates may be reviewed at the Financial Services Manager’s Office at the address listed in Article VI, below. Those rates are hereby specified as the minimum rates of prevailing wage to be paid workers under this Agreement.

Article VI. Service of Notice
Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below:

City:

Mary Horger, Financial Services Manager
City of Ukiah
411 West Clay Street,
Ukiah, CA 95482
Contractor: [Specify contact, address,]
The City may also act through its Engineer or other designee if the City expressly gives notice to the Contractor, in writing, that the City’s designee has authority to act for the City in a specific capacity.

Article VII. Governing Law
This Agreement shall be governed and construed in accordance with the laws of the County of Mendocino and the State of California. Subject to the dispute resolution provisions in the Special Provisions, any action relating to this Agreement shall be instituted and prosecuted in Mendocino County, California.

Article VIII. Contractors License Law

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS'

STATE LICENSE BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR YEARS OF THE DATE OF THE ALLEGED VIOLATION. A COMPLAINT REGARDING A LATENT ACT OR

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{00245263.1} 68 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract OMISSION PERTAINING TO STRUCTURAL DEFECTS MUST BE FILED WITHIN 10 YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS' STATE LICENSE BOARD, P.O. BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, this contract being executed in duplicate and the parties having caused their names to be signed by authority of their duly authorized office this _____ day of _____________, 20____.

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
By: ______________________________________________________________

CITY MANAGER, CITY OF UKIAH
Attest: ______________________________________________________________

CITY CLERK, CITY OF UKIAH
FOR THE CONTRACTOR:

Name under which business is conducted:

Business Address:

State __________ Zip Code ______________ Telephone
Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

The undersigned certify that they sign this Agreement with full and proper authorization to do so.

By: Print
Title:

Date:

By:* Print
Title:

Date: Contractor’s Corporate Seal:

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{00245263.1} 69 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract *If the Contractor is a Corporation, this Agreement must be executed by two corporate officers, consisting of:
(1) the President, Vice President, or Chair of the Board, and (2) the Secretary, Assistant Secretary, Chief Financial Officer, or Assistant Treasurer. Alternatively, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to the City is provided demonstrating that such an individual is authorized to bind the corporation (e.g. a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

The foregoing contract is approved as to form and legality this ______ day of ______________, 20 ____. __________________________________________________

CITY ATTORNEY, CITY OF UKIAH

Page 245 of 460 ends

{00245263.1} 70 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

INDEMNIFICATION AGREEMENT
This Indemnification Agreement is made and entered in Ukiah, California, on _________________, 20____, by and between the City of Ukiah (Ukiah) and ______________________________________ (Contractor).

Contractor is
_________________________________________________________________________________ ___________________________________________ for Ukiah.

As a condition of issuing the work order, attached hereto, Ukiah requires assurance that Contractor will protect Ukiah from damage or damage claims which arise from its performance of the work.

Accordingly, Contractor agrees as follows:

1. Indemnification. Contractor shall indemnify and hold harmless Ukiah and its officers, agents, and employees from and against any claim, loss, or damage, including the legal and other costs of defending against any claim of damage or loss which arises out of the Contractor’s negligent or wrongful performance under the work order attached hereto, except for claims, losses, or damages resulting from the sole negligence, active negligence or willful misconduct of Ukiah or its officers, agents and employees.

CONTRACTOR
BY: _______________________________________________
TITLE: _______________________________________________

Page 246 of 460 ends

{00245263.1} 71 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH
Mendocino County, California

PERFORMANCE BOND
BOND No._____________________
KNOW ALL PERSONS BY THESE PREESNTS:

THAT WHEREAS, the City of Ukiah, organized and operating under the laws of the State of California, (hereinafter referred to as the “City”) has awarded to ______________________________, (hereinafter referred to as the “Contractor”) an agreement for Contract No. _______________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract for the Project dated _______________________, (hereinafter referred to, together with all attachments and exhibits thereto, as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by the Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, __________________________, the undersigned Contractor and _________________________, as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held firmly bound until the City in the sum of ______________________________ ($_________________), for which amount well and truly to be made, we bind ourselves, our heirs ,executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorneys’ fees, incurred by the City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the Acceptance of the work by the City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract Documents, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible Bidder, arrange for a contract between such Bidder, the Surety and the City, and make available as work

Page 247 of 460 ends

{00245263.1} 72 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract progresses sufficient funds to pay the cost of completion of the Project, less the balance of the Contract Price, including other costs and damages for which Surety may be liable. The term “balance of the Contract Price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the Contract Price, including other costs and damages for which Surety may be liable. The term “balance of the Contract Price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs by the City pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

Page 248 of 460 ends

{00245263.1} 73 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract IN WITNESS WHEREOF, we have hereunto set our hands and seals this ____ day of ___________________, 2022.
(Corporate Seal) ________________________________
Contractor/Principal
By______________________________

Title_____________________________
(Corporate Seal) _________________________________
Surety
By_______________________________
Attorney-in-Fact
(Attach Attorney-in Fact Certificate) Title______________________________ The rate of premium on this bond is __________________ per thousand. The total amount of premium charges is $_________________________.
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM.

Any claims under this bond may be addressed to:
(Name and Address of Surety) ________________________________ ________________________________
________________________________
(Name and Address of Agent or ________________________________ Representative for service of process in ________________________________ California, if different from above) ________________________________ (Telephone number of Surety and Agent _______________________________ or Representative for service of process in California)

Page 249 of 460 ends

{00245263.1} 74 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH
Mendocino County, California

PAYMENT BOND
BOND No. ____________________
KNOW ALL PERSONS BY THESE PRESENTS:

WHEREAS, the City of Ukiah (“City”) has awarded to _______________________ (“Contractor/Principal”) a contract (City Agreement No. _____________, dated _________________, ___________, referred to as the “Agreement”) for the work described as _______________________. The Agreement is incorporated by this reference into this Payment Bond (“Bond”); and
WHEREAS, Contractor/Principal is required to furnish a bond in connection with the Agreement and pursuant to California Civil Code section 9550;
NOW, THEREFORE, we ____________________________________________, the undersigned Contractor/Principal, and _____________________ (“Surety”), a corporation organized and existing under the laws of the State of _____________________, and duly authorized to transact business under the laws of the State of California, as Surety, are held firmly bound until the City, and to any and all persons, companies, or corporations entitled by law to file stop payment notices under California Civil Code Section 9100, or any person, company, or corporation entitled to make a claim on this bond, in the sum of $_________________________, for which payment will and truly be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if Contractor/Principal, its heirs, executors, administrators, successors, or assigns, or subcontractor, shall fail to pay any person or persons named in Civil Code section 9100; or fail to pay for any materials, provisions, or other supplies, used in, upon, for , or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code, with respect to work or labor thereon of any kind; or shall fail to deduct, withhold, and pay over to the Employment Development Department, any amounts required to be deducted, withheld, and paid over by Unemployment Insurance Code Section 13020 with respect to work and labor thereon of any kind, then Surety will pay for the same, in an amount not exceeding the amount herein above set forth, and in the event suit is brought upon this bond, also will pay such reasonable attorneys’ fees as shall be fixed by the court, awarded and taxed as provided in California Civil Code Section 9550, et seq.

It is further stipulated and agreed that the Surety of this bond shall not be exonerated or released from the obligation of the bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, or specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described; or pertaining or relating to the furnishing of labor, materials, or equipment therefor; nor by any change or modification of any terms of payment or extension of time for payment pertaining or relating to any scheme or work of improvement herein above described; nor by any rescissions or attempted rescission of the contract, agreement or bond; nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond; nor by any fraud practiced by any person other than the claimant seeking to recover on the bond; and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is give; and under no circumstances shall the Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the Owner and Contractor/Principal or on the part of any oblige named in such bond; that the sole condition of recovery shall be that the claimant is a person described in California Civil Code section 9100, and who has not been paid the full amount of his or her claim; and that the Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of section 2819 and 2845 of the California Civil Code.

Page 250 of 460 ends

{00245263.1} 75 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract Any notice to Surety may be given in the manner specified in the Agreement and delivered or transmitted to Surety as follows:

Attn:__________________________________________
Address:_______________________________________
City/State/Zip:___________________________________
Phone:_________________________________________
Fax:___________________________________________
Email:__________________________________________

IN WITNESS WHEREO, two identical counterparts of this Bond, each of which shall for all purposes be deemed an original thereof, have been duly executed by Contractor/Principal and Surety above named, on the __ day of ____________________, 202__.
__________________________________ (SEAL)
Contractor/Principal
By_____________________________________
Contractor’s Representative
______________________________________
Contractor/Principal’s Address
______________________________________
City,State,Zip
_________________________________(SEAL)
Surety
By_____________________________________
Surety’s Representative
______________________________________
Surety’s Address
______________________________________
City,State,Zip
______________________________________
Telephone Number
NOTE: Signatures of those executing for Surety must be properly acknowledged, The bond must be accompanied by a properly acknowledged Power of Attorney from the Surety authorizing its agent to bind it to this bond. A copy of such Power of Attorney must be in file with the City.

Page 251 of 460 ends

{00245263.1} 76 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND

1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable.

2. The name of the Principal shall be shown exactly as it appears in the Contract.

3. The penal sum shall not be less than required by the Specifications.

4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence.

5. If the Principal is a corporation, the bond shall be executed under its corporate seal.

If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name.

6. The official character and authority of the person(s) executing the bond for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary thereof under the corporate seal, or copies attached to such records of the corporation as will evidence the official character and authority of the officer signing, duly certified by the Secretary or Assistant Secretary, under the corporate seal, to be true copies.

7. The current power-of-attorney of the person signing for the surety company must be attached to the bond.

8. The date of the bond must not be prior to the date of the Contract.

9. The following information must be placed on the bond by the surety company:
a. The rate of premium in dollars per thousand; and
b. The total dollar amount of premium charged.

10. The signature of a witness shall appear in the appropriate place attending to the signature of each party of the bond.

11. Type or print the name underneath each signature appearing on the bond.

12. An executed copy of the bond must be attached to each copy of the Contract (original counterpart) intended for signing.

Page 252 of 460 ends

{00245263.1} 77 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH
Mendocino County, California

DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND

KNOW ALL MEN BY THESE PRESENTS,
That we, _____________________________________________________________________ __________________________________________________________________, as PRINCIPAL and__________________________________________________________________________ ___________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of ___________________________________________________________________________________ _________________________________________________________($____________________), (5 PERCENT OF THE FINAL CONTRACT AMOUNT)
to which payment well and truly to be made, we do bind ourselves, our and each of our heirs, executors, administrators successors and assigns jointly and severally, firmly by these presents.

WHEREAS, the said Principal entered into a Contract with the City of Ukiah dated_________________________
for _________________________________________________________________________________ ____________________________________________________________________________________ WHEREAS, said Contract has been completed, and was approved on the ______ day of ___________, _________,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any defective materials or workmanship which become apparent during the period of one (1) year following completion of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the surety assumes no liability for such a guarantee.

Signed, sealed, and dated this __________ day of ____________, 20_____. __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Surety

Page 253 of 460 ends

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Page 256 of 460 ends

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Page 257 of 460 ends

APPENDIX A

S P E C I F I C A T I O N S

FOR RE-ROOFING OF THE

CITY OF UKIAH

GRACE HUDSON MUSEUM
431 SOUTH MAIN STREET
UKIAH, CA 95482

PROJECT COORDINATOR

MARY HORGER / PROCUREMENT MANAGER

FINANCE AND PURCHASING DIVISION

CITY OF UKIAH
411 WEST CLAY STREET, UKIAH, CA 95482
(707) 463-6233
[email protected]
DATE
July 27, 2020
Revised: March 1, 2023

Page 258 of 460 ends

Project Specifications – Table of Context
Grace Hudson Museum Re-Roof Project
431 South Main Street, Ukiah, Ca
Page - 1

TABLE OF CONTENTS
A. DIVISION 1 – GENERAL REQUIREMENTS

1. Section: 01100 Summary of Work

2. Section: 01250 Substitution Procedures

3. Section: 01330 Submittal Procedures

4. Section: 01640 Owner Furnished Products
B. DIVISION 2 – EXISTING CONDITIONS

1. Section: 02070 Selective Demolition
C. DIVISION 6 – WOOD, PLASTICS & COMPOSITES

1. Section: 06100 Miscellaneous Carpentry
D. DIVISION 7 – THERMAL & MOISTURE PROTECTION

1. Section: 07220 Roof Deck Boards

2. Section: 07410 Metal Roofing Panels

3. Section: 07620 Sheet Metal and Flashing

Page 259 of 460 ends

Division 1 - Summary of Work
Grace Hudson Museum Re-Roof Project
Summary of Work Page 0110 - 1
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01100 - SUMMARY OF THE WORK

CITY OF UKIAH

GRACE HUDSON MUSEUM

REROOFING

NEW CLASS (A) FIRE RATED STANDING SEAM METAL ROOFING ASSEMBLY 431 SOUTH MAIN STREET
UKIAH, CA 95482
PART 1 - GENERAL

1.1 PROJECT DESCRIPTION
A. Work described in this section applies to the removal and replacement of an existing standing seam steel roofing system with a new Class (A) Fire Rated standing seam steel roofing assembly as outlined in the Project Documents

1. Remove the existing standing seam roofing system and gable wall roof beam sheet metal end caps. Replace or repair all fungus or water damaged nonstructural and structural wood elements, and all unforeseen related demolition and repair work as needed for the installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly.

2. Install a new Class (A) Fire Rated roofing assembly consisting of a factory finished preformed steel standing seam roofing system on an existing combustible plywood roof deck with new ¼” Dens Deck Board covered with Garland R-Mer Seal or an equivalent 40 mil minimum high temperature peal and stick underlayment suitable for vertical applications at curbing and parapet walls. The manufactured metal roofing system shall incorporate standing seam steel roofing panels, clips, steel hat channels, perimeter flashing and trim, roof penetration flashing and counterflashing, ridge caps, valley and ridge trim assemblies, eave closures assemblies, eave drip stiffeners, coping and rake trim, gutters with expansion joints, down spouts and all miscellaneous sheet metal flashing / trim, closure foam, sealants and fasteners to complete a waterproof Class (A) fire rated roofing.

3. Install new gable wall roof beam sheet metal end caps with Garland R-Mer Seal or an equivalent 40 mil minimum high temperature peal and stick underlay suitable for vertical applications matching the new standing seam metal roofing of same type kind and quality.

4. Re-set the existing gutter water catchment system plumbing lines under the roof eaves.

5. All work shall be conducted in accordance with the project sheet drawings, details, specifications, installation manuals, addenda and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions.

1.2 RELATED DOCUMENTS
A. Project specific sheet drawings, details, specifications, installation manuals, contract provisions and contract conditions apply to this section.

Page 260 of 460 ends

Division 1 - Summary of Work
Grace Hudson Museum Re-Roof Project
Summary of Work Page 0110 - 2
B. Related Sections:

1. Section: 01250 – Substitution Procedures

2. Section: 01330 – Submittal Procedures

3. Section: 01640 - Owner Furnished / Contractor Installed Materials

4. Section: 02010 - Selective Demolition

5. Section: 06100 - Miscellaneous Carpentry

6. Section: 07220 - Roof Deck Board

7. Section: 07410 - Metal Roofing Panels – Standing Seam

8. Section: 07620 - Sheet Metal and Flashing

1.3 WORK INCLUDED IN THE CONTRACT
A. Project Identification: Grace Hudson Museum Reroofing Project B. Project Location: 431 S Main St., Ukiah CA 95482
C. Owner: The City of Ukiah
D. Work described in this section applies to the removal and of an existing standing seam roofing system and installation of a new Class (A) Fire Rated steel standing seam roofing assembly, as outlined in the Project Sheet Drawings, Details, Specifications, Contract Provisions, Contract Conditions and related Project Section listed in this section, (approximately 14,900 square feet of sloped roof area), including work outlined in the Related Sections and Contract Documents

1.4 PROJECT CONDITIONS
A. The Museum will be open to the public during standard operating hours and Museum Staff will be occupying the building and the immediate areas surrounding the construction work.

All safety measures shall be applied and adhered to by the Contractor in accordance to the Project Related Sections and Contract Documents. The Contractor shall provide not less than seventy two (72) hours written notice to the City of Ukiah and the City of Ukiah's Project Manager, activities that will impact the security of the Museum or its contents, beyond the Contractor's normal working hours.

B. Access: The Contractor shall maintain access to the Museum, unaffected areas of the site and other adjacent facilities:

1. Construction shall not close or obstruct, occupied and unoccupied facilities, parking lots, driveways and walkways without written permission from the City of Ukiah.

2. Ensure minimum interference with other areas of the site, including, streets, walkways, and other adjacent occupied facilities, or the occupants of neighboring properties during all phases of construction and provide protection to ensure the safe passage of people around construction activities, and to other areas of the project site
C. The Contractor shall provide provisions to protect existing site improvements, appurtenances, and landscaping not part of this work and scheduled to remain.

D. Utility Service: The Contractor shall maintain existing utilities and protect them against damage during construction, especially fire suppression and security systems, including fences and gates currently securing the property.

1.5 PROTECTION OF CONSTRUCTION WORK AND MATERIALS
A. During Work Hours protect the Work from theft, vandalism, and unauthorized entry. The Contractor shall have the sole responsibility for job site security.

Page 261 of 460 ends

Division 1 - Summary of Work
Grace Hudson Museum Re-Roof Project
Summary of Work Page 0110 - 3
B. During Off-Work Hours furnish watchman’s services as Contractor may consider necessary to safeguard materials and equipment in the storage on the Project site, including Work in place and process of fabrication, against theft, acts of malicious mischief, vandalism, and other losses or damages.

1.6 WORK DESCRIPTION
A. Work described in this section applies to the removal and replacement of an existing standing seam roofing system with a new Class (A) Fire Rated steel standing seam roofing assembly as outlined in the Project Documents
B. Removal of the Existing Metal Roofing System:

1. Remove all the existing standing seam roofing, trim, flashing, gutters, downspouts, hat channels and FR-10 fabric down to the Garland R-Mer Seal on the existing roof plywood decking. Discard all roofing materials with the exception of the hat channels and roof gutters for possible re-use after inspection and approval by The Garland Company and the City of Ukiah.

2. Remove all the existing gable wall roof beam end caps and any underlayment and discard the material.

3. Roof hat channels and gutters removed from the existing roof must be inspected and approved in writing for possibly re-use by a Garland Representative and approved by the City of Ukiah prior to re-replacement of the roofing materials.

Storage of any on site materials shall be coordinated with the Museum and City of Ukiah in a secured location as approved by the Museum and the City of Ukiah in accordance with the requirements of the Project Specifications and Contract Documents.

4. Maintain and protect the gutter water catchment system plumbing lines to be relocated under the eaves and reattached to the holding tanks.

5. All damage to the (E) Garland R-Mer Seal on the roof decking shall be repaired, inspected and approved in by a Garland Representative for use as a temporary waterproofing during the re-roofing construction.

C. Roof beam end caps – gable walls:

1. Roof beam end caps shall be fabricated from 22-gauge ASTM A653/A 653M G-90 Galvanized Steel Garland SS Sheet Stock with high gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality.

2. Shop drawings for all roof beam end caps must be submitted, reviewed and approved by the City of Ukiah or approved City Representative prior to the fabrication of the remaining roof beam end caps.

3. One roof beam end cap mock up shall be installed and approved by the City of Ukiah or approved City Representative prior to the fabrication of the remaining roof beam end caps.

D. Existing skylight enclosure and mechanical vent curbing modifications:

1. Existing Skylight Enclosure:
a. Frame new 14” tall 2x6 perimeter cripple walls and rake walls around the perimeter of the exiting skylight with 3x6 D.F. No.1 longitudinal roof rafters 24” on center. Note: Wall fastener connections to the existing structural roof framing will be addressed as a deferred submittal when the existing roofing system has been removed and the as-built framing of the existing roof members at the skylight have been verified.
b. Sheath wall and roof framing with 15/32” Exposure 1 plywood.

Page 262 of 460 ends

Division 1 - Summary of Work
Grace Hudson Museum Re-Roof Project
Summary of Work Page 0110 - 4

2. existing mechanical vent curbing:
a. Relocate the existing Southeast and Southwest mechanical vent curbing boxes 36” downslope form top of ridge to the upslope face of curbing to accommodate the curbing upper valley pan and upper roofing panels per the Garland Installation Manual Curbing Details.
b. Repair existing openings in the roofing deck with Exposure No.1 plywood sheathing of same grade and thickness.

E. Installation of New Class (A) fire rated standing seam steel roofing assembly per the Project Sheet Drawings, Details, Specifications, Installation Manuals, Contract Documents and Related Sections:

1. Install ¼” Georgia Pacific DensDeck Prime Roof Board over the existing R-Mer Seal on the plywood deck, curbing and parapet walls with approved fasteners and plates in conformance with the placement specifications approved by the DensDeck and Roofing Manufacture on all surfaces to receive metal cladding (Roof Panels, Flashings, Trim, Beam Caps, etc.).

2. Install Garland R-Mer Seal, or an approved 40 mil minimum high temperature peal and stick underlayment suitable for vertical applications at curbing and parapet walls over the new Dens Deck Prime roof board on all surfaces to receive metal cladding (Metal Roof Panels, Flashings, Trim, Roof Beam End Caps, etc.)

3. Install hat channels, per the wind uplift pressure zones and shop drawings provided by the metal roof manufacturer. All hat channels shall be fastened to the roof structural framing (trusses, beams, rafters and battens of the existing roof).

4. Install Garland 22-gauge G-90 Galvanized Steel R-Mer Span Standing Seam Panels with high gloss, factory painted Kynar 500 fluorocarbon Mocha finish and color-matching rivets in accordance with the manufacturer's shop drawings, installation manual, and project specifications. Shim and align metal roof panels within the project specified tolerance of (1/4 inch in 20 feet; 3/8” in 40’-0” or more) on slope and location lines as indicated and with 1/8 inch offset of adjoining faces and of alignment of matching profiles.

5. Install 22-gauge ASTM A 653/A 653M G-90 Galvanized Steel - Garland R-Mer SS Sheet Stock fabricated gutters, downspouts, flashing, trim and roof beam end caps with high gloss, factory painted Kynar 500 fluorocarbon Mocha finish and color-matching rivets at all associated sheet metal and flashing areas indicated on the plans as shown in the manufacturer's shop drawings, installation manual, and the project specifications

6. Roof gutter system and downspouts shall be fabricated and installed per SMACNA and NRCA Standards following the manufacturer's Details, installation Manuals and the Project Specifications
a. Install expansion joints on all gutter lines exceeding 50’-0” in length per SMACNA standard recommendations and Garland Butt Joint Expansion Joint Details per the manufacturer's shop drawings, installation manual, and the project specifications.
b. Gutters shall be fabricated and installed to maintain a level to a 1/8” in 12” negative slope to the Downspout Inlets.
c. Downspouts shall be located at existing storm drain inlets with a watertight premanufactured or fabricated sheet metal coupler joint attached to the existing 4” diameter inlet lines.

F. Restore existing plumbing, heating, ventilation, air conditioning, electrical, and systems to the full operational condition that was impacted because of the project.

1. Notify the owner immediately, by way of RFI, of any item on the building found to be non-operational, otherwise, the assumption of operation will be that prior to the project it was fully operational.

Page 263 of 460 ends

Division 1 - Summary of Work
Grace Hudson Museum Re-Roof Project
Summary of Work Page 0110 - 5

1.7 OWNER FURNISHED / CONTRACTOR INSTALLED PRODUCTS
A. Owner Furnished / Contractor Installed Products:

1. The City will furnish, for installation by the Contractor, products which are identified on the Drawings and in the Specifications as "OFCI (Owner Furnished / Contractor Installed)", Refer to Section 01640 - Owner-Furnished Products.

B. Relationship to Work Under the Contract:

1. Work under the Contract shall include all provisions necessary to fully incorporate such products into the Work, including, as necessary, fasteners, backing, supports, and other such provisions from point of service to point of connection, and field finishing, as shown on Drawings and specified herein. See Section 01640 - OwnerFurnished Products for additional requirements.

1.8 PERMITS, LICENSES, AND FEES
A. Permits, Licenses, and Fees, General: Refer to Contract General Conditions, Article

12.05. B. Licenses: The contractor shall obtain and pay all licenses associated with construction activities, such as business licenses, contractors' licenses, and vehicle and equipment licenses. All costs for licenses shall be included in the Contract Amount.

1.9 CONTRACTOR’S STAFF
A. Within 15 calendar days of notice to proceed, submit a list of principal staff assignments, including the superintendent, assistant superintendents, project manager, project engineers, schedulers, administrative assistants, accounting personnel, and other personnel in attendance at the Project site and the home office responsible for the project.

Identify individuals and their duties and responsibilities; list addressed and telephone numbers, including home and cell telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as a standby in the absence of individuals assigned to the project.

END OF SECTION

Page 264 of 460 ends

Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Substitution Procedure 01250 Page - 1
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01250 - SUBSTITUTION PROCEDURES
PART 1 — GENERAL

1.1 SUMMARY
A. This Section includes administrative and procedural requirements for handling requests for equals and substitutions made after award of the Contract. Formal requests from the Contractor/Vendor or substitution of construction methods, products, materials or finishes in place of those specified will be considered by the Owner or the Owner’s Representative/Consultant only in accordance to the procedure herein.

1.2 RELATED DOCUMENTS
A. Project sheet drawings, details, specifications, addenda and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 1 Specification Sections apply to this Section.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 01330 – Submittal Procedures

3. Section: 01640 - Owner Furnished Contractor Installed Materials

4. Section: 06100 - Miscellaneous Carpentry

5. Section: 07220 - Roof Deck Board

6. Section: 07410 - Metal Roofing Panels – Standing Seam

7. Section: 07620 - Sheet Metal and Flashing

1.3 DEFINITIONS
A. Definitions in this Article do not change or modify the meaning of other terms used in the Contract Documents.

B. Equals or Substitutions General: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Contractor’s Construction Manager after award of the Contract.

1.4 SUBMITTALS
A. Equals and Substitution Request Submittals:

1. The Owner or the Owner’s Representative/Consultant will consider requests for equals or substitutions if the information on all materials is consistent with the information herein. After the Construction Manager’s Subcontractor contract award, substitutions will be considered for materials or systems specified that are no longer available. It will not be considered if the product was not purchased in a reasonable time after award. The Construction Manager shall submit all equal and substitutions requests on the "Equal or Substitute Product Request" Form, an example is shown at the end of this Section and the Form is available from the Owner or the Owner’s Representative Consultant. Substitutions will not be considered without formal request submitted in accordance to Section 01250.

Page 265 of 460 ends

Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Substitution Procedure 01250 Page - 2

2. The Construction Manager is required to prepare and submit three (3) copies of the required data for the first manufacturer listed or procedure listed in the specifications section with reference to all of the following areas:
a. The substance and function considering quality, workmanship, economy of operation, durability and suitability for purposes intended including the size, rating performance, compliance and cost. All submissions must include all the required data for the first listed manufacturer or procedure as specified, as well as the required data for the proposed Equal or Substitution. This will enable the Owner or the Owner’s Representative/Consultant to determine that the proposed Equal or Substitution is or is not substantially equal to the first listed manufacturer or procedure.

3. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers.

4. Provide complete documentation showing compliance with the requirements for equals or substitutions, and the following information, as appropriate:
a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate contractors that will be necessary to accommodate the proposed Equal or Substitution.
b. A detailed comparison chart of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements, such as performance, weight, size, durability, and visual effect.
c. Product Data, including Shop Drawings, and descriptions of products and fabrication and installation procedures.
d. Use of proposed substitutions will not be an infringement on any copyright, patent or trademark.
e. Samples, where applicable or requested.
f. A statement indicating the effect on the Construction Manager’s Schedule compared to the schedule without approval of the Equal or Substitution.

Indicate the effect on overall Contract Time.
g. Cost information, broken down, including a proposal of the net change, if any in the Guaranteed Maximum Price (GMP).
h. The Construction Manager’s certification that the proposed Equal or Substitution conforms to requirements in theContract Documents in every respect and is appropriate for the applications indicated. i. The Construction Manager’s waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the Equal or Substitution to perform adequately.

1.5 OWNER / OWNER’S REPRESENTATIVE / CONSULTANT ACTION
A. If necessary, the Owner or the Owner’s Representative/Consultant will request additional information or documentation within five (5) Business Days of receipt of the Contractor’s initial submittal. The Owner’s Representative/Consultant will notify the Owner of recommended acceptance or rejection of the submittal within ten (10) Business Days of receipt of the request, or five (5) Business Days of receipt of additional information or documentation, whichever is later. The Owner or the Owner’s Representative/Consultant will give final acceptance or rejection by the Owner not less than ten (10) Business Days after receipt of the each submittal.

B. Any request deemed an "Equal" and accepted by the Owner or the Owner’s Representative/Consultant will result in written notification to the Construction Manager and will not be in the form of a change order for an "Equal".

Page 266 of 460 ends

Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Substitution Procedure 01250 Page - 3
C. Any request deemed a "Substitution" and rejected or approved by Owner or the Owner’s Representative/Consultant may result in written notification to the Construction Manager and may be in the form of a change order if the "Substitution" is approved.

PART TWO – PRODUCTS

2.1 EQUAL OR SUBSTITUTION - CONDITIONS
A. The Owner or the Owner’s Representative/Consultant will consider the Construction Manager’s request for Equal or Substitution of a product or method of construction when one or more of the following conditions are satisfied, as determined by the Owner or the Owner’s Representative Consultant. If the following conditions are not satisfied, the Owner or the Owner’s Representative/Consultant will return the requests to the Construction Manager without action except to record noncompliance with these requirements.

1. The proposed request does not require extensive revisions to the Contract Documents.

2. The proposed request is in accordance with the general intent of the Contract Documents.

3. The proposed request is timely, fully documented, or properly submitted.

4. The proposed request can be provided within the Contract time. However, the Owner or the Owner’s Representative/Consultant will not consider the proposed request if it is a result of the Contractor/ Construction Manager’s failure to pursue the Work promptly or coordinate activities properly.

5. The proposed request will offer the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume. However, if the proposed request requires the Owner to incur additional responsibilities, including but not limited to, additional compensation to Design Consultants for redesign and evaluation services, increased cost of other construction by the Owner or similar considerations, then the Owner will have just cause to reject the request for Equal or Substitution.

6. The proposed request can receive the necessary approvals, in a timely manner, required by governing authorities having jurisdiction.

7. The proposed request can be provided in a manner that is compatible with the work as certified by the Contractor/Construction Manager.

8. The proposed request can be coordinated with the work as certified by the Contractor/Construction Manager.

9. The proposed request can uphold the warranties required by the Contract Documents as certified by the Contractor/Construction Manager.

2.2 The Contractor / Construction Manager’s submission and the Owner’s or the Owner’s Representative/Consultant’s review of Submittals, including but not limited to, Samples, Manufacturer’s Data, Shop Drawings, or other such items, which are not clearly identified as a request for an Equal or Substitution, will not be considered or accepted as a valid request for an Equal or Substitution, nor does it constitute an approval.

END OF SECTION

Page 267 of 460 ends

Equal or Substitute
CITY OF UKIAH – GRACE HUDSON MUSEUM RE-ROOF Product Request Form To: CITY OF UKIAH

Attn: MARRY HOGER / PROCUREMENT MANAGER

FINANCE AND PURCHASING DIVISION
411 WEST CLAY STREET, UKIAH, CA 95482
(707) 463-6233 ([email protected])
From: ________________________________________________________________________________________________________________ (Name of Construction / Project Management Company)
_______________________________________________________________________________________________________ (Street Address)
_______________________________________________________________________________________________________ (City/State/Postal Code)
____________________________________________________________________________ (Contact Name / Title ____________________________________________________________________________ (Telephone Number and email address)

G E N E R A L I N F O R M A T I O N
Project Name: Grace Hudson Museum Re-Roof__ _____ Project Number: ______________________ Specifications: ______________________________________ Section(s):________________________ Drawings: __________________________________________ Details: __________________________ Contractually Specified Product: _________________________________________________________ Contractor Proposed Product: ___________________________________________________________ Product is: Equal: Substitute:

Data Attached: Drawings: Product Data: Image: Tests:

Samples: Others: ________________________________________________ Reason(s) for not providing the Contractually Specified Product:

Page 268 of 460 ends

CITY OF UKIAH – GRACE HUDSON MUSEUM RE-ROOF

N E W P R O D U C T I N F O R M A T I O N
Manufacturer: ____________________________________________________________________________ Contact: _________________________________________________________________________________ Item Name: __________________________________________________________ Item No.:___________ Description: ____________________________________________________________________________________________________ Will proposed substitution impact other parts of the work? No: Yes: (If yes attach explanation) Will Proposed Substitution increase contract time? No: Yes: by No. of Days ___________ Will proposed comply with all conditions per Section 01 25 00? No: Yes: Other___________________ Actual Dollar Savings to the Owner if this substitution is accepted: $ __________________________ The undersigned certifies that: (1) the proposed request for an Equal or Substitute product conforms to all of the requirements of Division 01 – General Requirements and Section 012500 Substitution Procedures. (2) The proposed substitution has been examined and verified to comply with the requirements of the project sheet drawings, construction details, construction notes, contract specifications and installation details. (3) The proposed substitution is of equal or superior construction quality and is suitable and compatible for the intended use. (4) The same or better guarantee(s) / warrantee(s) will be available for the proposed Substitution. (5) The installation of the proposed Substitution (if approved) shall be coordinated with all phases of the project construction. (6) A complete cost data comparison is provided with this request.

Request Submitted By: ______________________________________________________________________ (Name of Firm/Entity/Contractor)
By: _______________________________________________________ _________________________________________________ (Print – Representative Name) (Title)
________________________________________________________ _____________________ (Signature) (Date)
Send Copies to: Owner Owner’s Representative/Consultant OWNER / OWNER’S REPRESENTATIVE / CONSULTANT REVIEW
Request received on (Date): _________________________________________ Approved: (Submittals are in accordance with Division 01 – Section 01330 Submittal procedures) Approved as Noted: (Submittals are in accordance with Division 01 – Section 01330 Submittal procedures) Rejected: (Use contractually specified product)
Rejected: (See attached alternate proposed product)
Rejected: (Request not received within specified time – Use Contractually Specified Product) Review Issued By: _____________________________________________________________________ (Owner or Representative Consultant)
By: ________________________________________ __________________________________________ (Owner / Owner’s Representative / Consultant) (Title)
____________________________________________________ _____________________________ (Signature) (Date)

Page 269 of 460 ends

Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Submittal Procedure 01330 Page - 1
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01330 - SUBMITTAL PROCEDURES
PART 1 — GENERAL

1.1 SUMMARY
A. This Section includes: Administrative and procedural requirements for shop drawings, product data, samples, certificates and transcripts of submittals required for performance of the Work.

B. Administrative Submittals: Refer to Division 1 Specification Sections and other Contract Documents for additional requirements for administrative submittals. Such submittals include, but are not limited to:

1. Permits.

2. Applications for payment

3. Performance and payment bonds

4. Release of Liens.

5. Insurance certificates.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 01250 – Substitution Procedures

3. Section: 01640 - Owner Furnished Contractor Installed Materials

4. Section: 06100 - Miscellaneous Carpentry

5. Section: 07220 - Roof Deck Board

6. Section: 074100 - Metal Roofing Panels – Standing Seam

7. Section: 07620 - Sheet Metal and Flashing

1.3 ADMINISTRATIVE ACTIVE SUBMITTALS
A. This section specifies general requirements and procedures for contractor’s submissions of shop drawings, product data, samples and mock-ups to the Owner or the Owner’s Representative/Consultant for review.

B. Submittal documents reviewed by the Owner or the Owner’s Representative /Consultant are for design intent only. Review Approvals do not reduce the Contractor or Vendor’s responsibility for verification of operator requirements, equipment, site conditions, dimensions, quantities, construction methods, details or code and regulatory requirements.

Corrections or comments made on the review submittals do not relieve the contractor from compliance with the requirements of the project plans, specifications and contract documents.

C. The Contractor / Contractors Manager shall verify all field measurements in coordination with all the affected adjacent areas of Work. The Contractor / Contractors Manager shall notify the Owner or the Owner’s Representative/Consultant, in writing, of any discrepancies and deviations between actual site conditions or dimensions and the information provided in the construction documents.

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Submittal Procedure 01330 Page - 2
D. The Contractor / Contractors Manager shall indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, explanatory notes and other information necessary for completion of Work. Where articles or equipment attach or connect to other articles or equipment, indicate that such items have been coordinated, regardless of Section under which adjacent items will be supplied and installed. Indicate cross references to design drawings and specifications.

E. The Contractor / Contractors Manager shall review submittals prior to submission to the Owner or the Owner’s Representative/Consultant verifying all the necessary requirements have been determined and that each submittal has been checked and coordinated with requirements of Work and Contract Documents.

1. Present all shop drawings, product data, samples and mock-ups as addressed in the project construction documents and related project specifications.

2. Notify the Owner or the Owner’s Representative/Consultant, in writing, when resubmitting, of any revisions other than those requested by Owner or the Owner’s Representative/Consultant.

3. Submit all submittals promptly and in orderly sequence to not cause delay in Work.

Failure to submit in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

F. Submittals that are not stamped, signed, dated and identified as to specific project will be returned without being examined and shall be considered rejected.

G. Do not proceed with work until all relevant submissions have been reviewed by the Owner or the Owner’s Representative/Consultant.

H. Corrections, modifications or comments made on submittals as part of the review shall not constitute a change of the contract. The contractor shall inform the Owner or Owner’s Representative/Consultant of any changes to the contract price prior to any materials being ordered or work started. Final reviewed Shop Drawings shall not replace or be used as a vehicle to issue or incorporate change orders or substitutions. Substitutions shall be submitted in accordance with Section 01250 – Substitution Procedures.

PART 2 – ACTIVE SUBMITTALS

2.1 ACTIVE SUBMITTAL SUBMISSION
A. Coordinate each submission with the requirements of Project Work and Contract Documents. Submit submittals, arranged in chronological order by dates required by the construction schedule.

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

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

4. Individual submissions will not be reviewed until all related information is available.

B. Provide Contractor's stamp, signed by Contractor’s authorized Representative/Consultant certifying approval of submissions, verification of field measurements and compliance with Contract Documents.

C. Accompany each submittal submission with a transmittal letter containing:

1. Name of Owner and Owners Representative/Consultant.

2. Project title, project number and site address.

3. Submittal identification number and date.

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Submittal Procedure 01330 Page - 3

4. Contractor’s name and address.

5. Contractor’s submittal preparer’s name and title.

6. Subcontractors, Supplier and manufacturer’s name as applicable.

7. Submittal description with applicable specification section number and title.

8. Drawing number and detail references, as applicable.

9. Identification and quantity of each shop drawing, product data and sample and all other pertinent data.

10. Date of all revisions with Construction Project title and submittal numbers.

11. Name and address of Subcontractor, Supplier and//or Manufacturer.

D. Do not proceed with work until all relevant submittals have been reviewed by the Owner or the Owner’s Representative/Consultant

2.2 SHOP DRAWING SUBMITTALS
A. The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are to be provided by the Contractor to illustrate details of a portion of Work.

B. Shop Drawings shall be drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

C. Minimum scale for reference drawings is (1/4" = 1'-0"). Minimum scale for detail drawings 1s (1/2" = 1"-0"). Scales must be noted on all documentation. Any drawings which have been reduced must be so noted.

D. Submit Shop Drawings on sheets at least (8-1/2 by 11 inches) but no larger than (24 by 48 inches).

E. Identify all shop drawings with the name of the Project, list of equipment, description of materials, classified item numbers and installation locations. Reference project drawing sheet numbers, details and specification items as shown in the Contract Documents wherever possible.

F. Shop Drawings shall indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, explanatory notes and other information necessary for completion of Work including but not limited to the following:

1. Scaled Dimensions, including dimensions established by field measurement.

2. Identification of all products and materials included, (size, type and quantity).

3. Connection configurations, attachment and anchorage details.

4. Anchorage and fastener type, (size, type and quantity) as applicable.

5. Compliance with specified standards.

6. Notation of coordination requirements, construction sequences and relationships of separate components where necessary to avoid conflicts during construction.

7. Indication of deviation from Contract Documents, reproducible in black and white.

8. Seal and signature of professional engineer if specified.

G. Submit electronic copies in scaled PDF format of shop drawings for each requirement requested in the specification Project Sections and as the Owner or Owner’s Representative/Consultant may reasonably request.

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Submittal Procedure 01330 Page - 4

2.3 Shop Drawing Review
A. The review of shop drawings by the Owner or Owner’s Representative/Consultant is for the sole purpose of ascertaining conformance with the general concept of the Protect Drawings, Details, Specifications and the Contract Documents. Review of the shop drawings does not reduce or relive the Contractor or Vendor’s responsibility for verification of operator requirements, equipment, site conditions, dimensions, quantities, construction methods, details or code and regulatory requirements. Corrections or comments made on the review submittals do not relieve the contractor from compliance with the requirements of the project plans, specifications and contract documents. The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for information that pertains to fabrication processes or to techniques of construction and installation and for coordination of the work of all sub-trades.

B. The Contractor / Contractors Manager shall make changes in the shop drawings as the owner or Owner’s Representative/Consultant has addressed, consistent with the Contract Documents. When resubmitting, notify the Owner or Owner’s Representative/Consultant in writing of revisions other than those requested.

C. Changes made on shop drawings by the Owner or Owner’s Representative/Consultant are not intended to change contract price. If adjustments affect value of Work, state such in writing to the Owner or Owner’s Representative/Consultant immediately after receipt of approval of shop drawings. If the value of work is to change a change order must be issued prior to proceeding with work.

2.4 PRODUCT DATA
A. Submit an electronic copy in PDF format of product data sheets or brochures for requirements requested in the Specification Sections and as requested by Owner or Owner’s Representative/Consultant where shop drawings will not be prepared due to standardized manufacture of product.

1. Supplement standard information to provide details applicable to the Project and delete all information not applicable to the Project.

2. Cross-reference product data information to applicable portions of the Contract Documents.

B. If upon review by the Owner or Owner’s Representative/Consultant, no errors or omissions are discovered, submitted copies will be returned and fabrication and installation of work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through same procedure indicated above, must be performed before fabrication and installation of work may proceed.

2.5 SAMPLES
A. Where color, pattern or texture is criterion, submit full range of samples.

B. Submit samples of sufficient size and quantity to clearly illustrate functional characteristics and full range of colors and patterns. Where sample size has not been specified under individual section submittal instructions, sample size shall be 8" x 11". For items which have standard units or sizes (such as tile, etc.) provide three individual units minimum per color or pattern. Where variations may occur in color or finish, provide number of units/size of sample to show full range.

C. Make changes in samples, which the Owner or Owner’s Representative/Consultant may require, consistent with the Contract Documents.

D. Adjustments made on samples by Owner or Owner’s Representative/Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to the Owner or Owner’s Representative/Consultant prior to proceeding with Work.

E. Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified.

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Submittal Procedure 01330 Page - 5

2.6 MOCK -UP
A. Erect mock-ups in accordance with the requirements outlined and specified in each of the Project Sections as it applies.

PART 3 - EXECUTION

3.1 OWNER / OWNER’S REPRESENTATIVE / CONSULTANT ACTION
A. If necessary, the Owner or the Owner’s Representative/Consultant will request additional information or documentation within five (5) Business Days of receipt of the Contractor’s initial submittal. The Owner’s Representative/Consultant will notify the Owner of recommended acceptance or rejection of the submittal within ten (10) Business Days of receipt of the request, or five (5) Business Days of receipt of additional information or documentation, whichever is later. The Owner or the Owner’s Representative/Consultant will give final acceptance or rejection by the Owner not less than ten (10) Business Days after receipt of the each submittal.

B. The Owner’s Representative/Consultant will review each submittal, make marks to indicate corrections or modifications required, and return it. The submittals will be stamped with an action stamp marked with the appropriate actions as follows:

1. "Approved": The submittal is approved and no further submittal is required.

2. "Furnish as Corrected" (No Resubmission Necessary): The submittal is approved, with minor corrections marked or noted. No further submittal is required, except that if the noted corrections are made on the original by the Contractor before distribution, then two copies shall be forwarded to the Architect for record.

3. "Revise and Resubmit" (Revise and Resubmit as Noted): Portions of the submittal are acceptable and approved, as noted; however, there are other portions which are not approved, or yet to be provided. Those portions not approved or incomplete must be resubmitted as noted. The submittal, in its entirety, will be approved only upon acceptable submission of non-approved or missing portions, assuming that nothing in the resubmittal conflicts with the previously approved portions.

4. "Rejected" (Revise and Resubmit as Noted): This submittal does not meet the requirements of the Contract Documents. Resubmit information on an item, component, or layout that will conform to the requirements of the Contract Documents.

C. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

D. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

END OF SECTION

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Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Owner Furnished Products / Contractor Installed 01640 Page - 1 DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01640 - OWNER FURNISHED PRODUCTS / CONTRACTOR INSTALLED PART 1 — GENERAL

1.1 SUMMARY
A. DESCRIPTION: The Owner shall procure and provide certain Garland Roofing Products and Georgia Pacific DensDeck Materials for installation as shown and specified per the Contract Documents.

B. RELATED WORK SPECIFIED ELSEWHERE:

1. General: Products furnished and paid for by the Owner are described in the following technical sections and /or in the Drawings.

2. OWNER SUPPLIED MATERIAL
Note that this project includes the installation of owner-supplied materials; the Owner has acquired a significant portion of the roofing material required for the project. It is the responsibility of the contractor to review all materials provided and supply any balance of materials required for a completed roofing assembly as the plans, specifications and manufacturers shop drawings show.

1.2 DEFINITIONS
A. GENERAL: The following are used to identify products as noted on the Drawings.

B. OWNER FURNISHED CONTRACTOR INSTALLED (O.F.C.I.): Products or equipment furnished by the Owner for installation under this contract.

C. OWNER FURNISHED OWNER INSTALLED (O.F.O.I.): Products or equipment to be provided and installed by the Owner, but requiring surfacing, backing, utility connections or other preparation under this contract, for proper installation.

D. NOT IN CONTRACT (N.I.C.): Products or equipment to be provided and installed by Owner, not requiring surfacing, backing, utility connections or other preparation under this contract.

PART 2 — PRODUCTS

2.1 PRODUCTS
A. ROOFING MATERIAL FURNISHED BY OWNER (O.F.C.I.): Owner-supplied material.

Related specification sections include;

1. Section: 01100 - Summary of Work

2. Section: 01250 – Substitution Procedures

3. Section: 01330 – Submittal Procedures

4. Section: 06100 - Miscellaneous Carpentry

5. Section: 07220 - Roof Deck Board

6. Section: 07410 - Metal roofing Panels – Standing Seam

7. Section: 07620 - Sheet Metal and Flashing

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Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Owner Furnished Products / Contractor Installed 01640 Page - 2 B. MATERIAL LIST
Any
material or accessories required for the installation of the roof system in excess of the Owner provided material must be supplied by the Contractor. It is the responsibility of the Contractor to determine the precise amount of material required for the completion of this project; and to provide excess material, as required. The cost to handle and break flashing metal from the Owner provided flat stock is the contractor’s responsibility. The contractor is responsible to provide approved shop drawings and required measurements for all sheet metal products.

QUANTITY DESCRIPTION UNIT
SIZE
15,000 ft2
Sloped Roof
Area
R-Mer Span - 18” Galv. Steel G90 22 Ga. THICKNESS
Kynar Finish Including Gable Wall Roof Beam End Caps per sq. ft 34 Fixed Ridge Assembly – Ridge Cap Trim & Off-set Cleats Ridge Cap Trim G-90 Galvanized Steel 22 gauge 18”-9.5”
R-Mer SS Kynar - Mocha - 10' - 0" section
10’ section
440 Head Closure with Neoprene- 18” (Steel) RSHEADCL18S each 24 Clips - Standard Galvanized - RSCLIPSTDG 100
5 Clips - Gable - 16 gauge RSGABLECPE 25
11 1/8” SS Rivets - Colored to match 250 per bag
2 Zip Screw (Color Match) #8 x 1/2” Round Washer Head 250 per bag 34 Eave Trim 10’-0” Section
G-90 Galv. Steel 22 gauge R-Mer SS Kynar – Mocha 10’ section 8 Eave foam closure 50 ft. roll
23 Expanding Valley Assembly – Valley trim with diverter & Offset Cleats G-90 Galv. Steel 22 gauge R-Mer SS Kynar Mocha - 10' - 0" section
10’ section
18 Valley Trim foam closure 50 ft. roll
44 Valley closure strip – 10’- 0” length 10’ length
5 Rake foam closure 50 ft. roll
15 Butyl Tape - 16 rolls per case Head Closure 45 ft. per roll 2 Tripolymer Sealant Clear, Used for Exposed Areas
(24 tubes per case) – 25 lineal ft. Per Tube 24 tubes
3 Butyl Sealant (for unexposed areas and trim lap joints) (30 tubes per case) – 25 lineal ft. Per Tube 30 tubes
4 Touch up Paint 2 oz.
36 Eave Edge Stiffener - 10’ length 10’ length
54 Flat Stock 22 ga. Standard Color
G-90 Galv. Steel 22 gauge R-Mer SS Kynar – Mocha
Rake Trim, Gutters, Downspouts, Roof Beam End Caps
4’x10’ Sheet
1 of each Panel Clip Plastic Shims (1/16”, 1/8” & ¼”) - 400 per case 400 per case 78 R-Mer Seal 36” x 73’ Roll underlayment
(200 ft2 coverage per roll) 36”x73’ roll
1 Electric Seamer - Rental 2 Weeks
1 Shop drawings - Required for warranty 101-250 sq.s
30-Year NDL Warranty Metal & BUR / No Charge
Manufacturer Inspections / No Charge
Georgia Pacific – Gypsum Products
480 DensDeck Prime – ¼” (4’x8’ Sheet) 4’x8’ Sheet

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Division 01 – General Requirements
Grace Hudson Museum Re-Roof Project
Owner Furnished Products / Contractor Installed 01640 Page - 3

PART 3 - EXECUTION

2.2 OWNER'S RESPONSIBILITIES
A. SUBMITTALS: Arrange for and deliver necessary shop drawings, product data and samples to Contractor.

B. DELIVERY:

1. General: Arrange and pay for product delivery to site, in accordance with construction schedule.

2. Bill of Materials: Deliver supplier's documentation to Contractor.

3. Inspection: Inspect jointly with Contractor.

4. Claims: Submit for transportation damage and replacement of otherwise damaged, defective, or missing items.

C. GUARANTEES: Arrange for manufacturer's warranties, bonds, service and inspections as required.

2.3 CONTRACTOR'S RESPONSIBILITIES
A. SUBMITTALS: Review shop drawings, product data and samples and submit to The City of Ukiah with notification of any discrepancies or problems anticipated in use of product.

B. DELIVERY:

1. General:
a. At the time of submittal of Project Submittals provide measurements needed for all components needed to be ordered.
b. Designate the delivery date for each product in Progress Schedule.

2. Receiving: Receive and unload products at site. Handle products at site, including uncrating and storage.

3. Inspection: Promptly inspect products jointly with Owner; record shortages, damaged or defective items.

4. Storage: Protect products from damage or exposure to elements.

C. INSTALLATION:

1. General: Assemble, install, connect, adjust and finish products, as stipulated in the respective section of Specifications.

2. Repair and Replacement: Items damaged during handling and installations are responsibility of contractor.

END OF SECTION

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Division 2 – Site Work
Grace Hudson Museum Re-Roof Project
Selective Demolition 02070 Page - 1
DIVISION 02 – EXISTING CONDITIONS
SECTION 02070 - SELECTIVE DEMOLITION
PART 1 - GENERAL

1.1 DESCRIPTION
A. This Section describes the requirements for Selective Demolition and removal of portions of the existing building to accommodate New Work under other Sections, including, but not limited to the existing standing seam roofing system, eaves, fascia, overhangs, and soffits (as needed), and to any existing functioning, nonfunctioning or abandoned roof equipment and penetrations.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 06100 - Miscellaneous Carpentry

3. Section: 07220 - Roof Deck Board

4. Section: 07410 - Metal roofing Panels – Standing Seam

5. Section: 07620 - Sheet Metal and Flashing

1.3 SUMMARY
A. Removal of the existing standing seam steel roofing system, removal of the existing gable wall roof beam sheet metal end caps, replace or repair all fungus or water damaged nonstructural and structural wood elements, and all unforeseen related demolition and repair work as needed for the installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly

1.4 QUALITY ASSURANCE
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain, demolished materials shall become the Contractor's property, and shall be removed from Project Site.

1.5 PROJECT CONDITIONS
A. The Museum will be open to the public during standard operating hours and Museum Staff will be occupying the building and the immediate areas surrounding the construction work.

All safety measures shall be applied and adhered to by the Contractor in accordance to the Project Related Sections and Contract Documents. The Contractor shall provide not less than seventy two (72) hours written notice to the City of Ukiah and the City of Ukiah's Project Manager regarding activities that will impact the security of the Museum or its contents, beyond the Contractor's normal working hours.

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Division 2 – Site Work
Grace Hudson Museum Re-Roof Project
Selective Demolition 02070 Page - 2
B. Access:

1. The Contractor shall maintain access to Museum, unaffected areas of the site and other adjacent facilities.

2. The Contractor shall not close or obstruct, occupied and unoccupied facilities, parking lots, driveways and walkways without written permission from the City of Ukiah.

3. Utility Service: The Contractor shall maintain existing utilities and protect them against damage during construction, especially fire suppression and security systems, including fences and gates currently securing the property.

PART 2 - PRODUCTS

2.1 REPAIR MATERIALS
A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for repair of exposed surfaces, use materials that visually match existing adjacent surfaces, to the fullest extent possible.

2. Use materials whose installed performance equal or surpasses that of existing materials.

PART 3 – EXECUTION

3.1 EXAMINATION OF EXISTING CONDITIONS
A. The Contractor shall survey the existing conditions of the site, and correlate with requirements indicated in the Construction Documents, to determine extent of Selective Demolition required
B. Where unanticipated mechanical, electrical, or structural elements conflict with intended function or design are encountered, investigate and document the nature and extent of conflict, and promptly submit a written report to the City of Ukiah for clarification on how to proceed with the Work.

C. Perform surveys as the Work progresses to detect possible hazards resulting from Selective Demolition activities, and report to the City of Ukiah for clarification on how to proceed with the Work.

3.2 PREPARATION
A. Site Access and Temporary Controls:

1. Conduct Selective Demolition and debris removal operations to ensure minimum interference with other areas of the site, including, streets, walks, walkways, and other adjacent occupied facilities, or the occupants of neighboring properties.

B. Protect existing site improvements, appurtenances, and landscaping not part of this work and scheduled to remain.

C. Provide protection to ensure the safe passage of people around Selective Demolition activities, and to other areas of the project site.

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Division 2 – Site Work
Grace Hudson Museum Re-Roof Project
Selective Demolition 02070 Page - 3

3.3 SELECTIVE DEMOLITION
A. General:

1. Remove existing metal roofing system down to the existing Garland R-Mer underlayment on the plywood roof deck. Remove damaged existing construction, only to the extent required to accommodate the new work, and as indicated in the Project Construction Documents. Use methods required to complete the work, within the limitations as follows:

2. Remove decayed, vermin or fungus-infested, or otherwise dangerous or unsuitable materials.

3. Remove all such materials, and lower to ground by methods suitable to avoid free fall, and to prevent ground impact or dust generation.

4. Dispose of demolished items and materials promptly.

5. Return elements of construction and surfaces that are to remain, to their condition existing prior to any Selective Demolition operations.

B. For all removed and reinstalled items, the Contractor shall comply with the following:

1. Clean and repair items to functional condition and adequate for the intended reuse.

Paint equipment to match new equipment.

2. Protect items from damage during transport and storage.

3. Reinstall items in locations indicated on the Construction Documents, and comply with the installation requirements for new materials and equipment.

4. Provide connections, supports, and miscellaneous materials necessary to make reuse items functional for the use indicated in the Construction Documents, or that can reasonably be inferred.

C. Existing Items to Remain:

1. Protect construction indicated to remain, against damage and soiling during Selective Demolition activities. When permitted by the City Ukiah, items may be moved to a suitable, protected storage location, during Selective Demolition, until reinstalled in their original locations after Selective Demolition operations are complete.

D. Cleaning:

1. Clean adjacent structures and improvements of dust, dirt, and debris, caused by Selective demolition operations. Return adjacent areas to condition existing prior to Selective Demolition operations’.

3.4 PATCHING AND REPAIRS
A. General:

1. Promptly repair all damage to adjacent construction caused by Selective Demolition operations.

B. Repairs:

1. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

C. Finishes:

1. Restore exposed finishes of patched areas or areas damaged by construction, and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

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Division 2 – Site Work
Grace Hudson Museum Re-Roof Project
Selective Demolition 02070 Page - 4

3.5 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Disposal: Transport demolished materials off the City of Ukiah's property and legally dispose of them.

END OF SECTION

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Division 6 – Wood & Plastic
Grace Hudson Museum Re-Roof
Carpentry 06100 Page - 1
DIVISION 06 - WOOD & PLASTICS
SECTION 06100 – MISCELLANEOUS CARPENTRY
PART 1 – GENERAL

1. 1 RELATED DOCUMENTS
A. Project sheet drawings, details, specifications, addenda and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 1 Specification Sections apply to this Section.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 02010 - Selective Demolition

3. Section: 07220 - Roof Deck Board

4. Section: 07410 - Metal roofing Panels – Standing Seam

5. Section: 07620 - Sheet Metal and Flashing
C. Governing Documents include:

1. Current California Building Code & Related Standards (CBC)

2. American Society of Testing and Materials (ASTM).

3. West Coast Lumber Inspection Bureau's (WCLIB) ''Standard Grading Rules" B.

Guideline Standards for Quality of Work

4. National Design Specification for Wood Construction (NOS)

5. American National Standard Institute (ANSI)

1.2 SUMMARY
A. This Section Includes all Miscellaneous Carpentry required to complete the work as required and specified in the Construction Documents.

B. Carpentry includes, but is not limited to selective demolition and rebuilding of the existing roof eaves, soffits, and fascia as needed to accommodate the New Work. Also, for tear-off and replacement of plywood and other roof and decking material as needed for the installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly. This Work will be completed at a fixed material and/or hourly rate as agreed to as part of this contract.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Wood: The following shall apply:

1. Framing Lumber: (S4S) Douglas Fir No. (2) & Better grade, (19%) moisture content maximum or as specified in the project Sheet Drawing, Details and Specifications.

2. Fascia & Soffit Trim Boards: Redwood. kiln dried, clear heart or better. Match existing sizes and profiles.

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Division 6 – Wood & Plastic
Grace Hudson Museum Re-Roof
Carpentry 06100 Page - 2
B. Fasteners: The following shall apply or as specified in the project Sheet Drawing, Details and Specifications:

1. Vinyl coated nails shall be used for weather protected framing conditions.

2. Hot dipped galvanized or stainless nails shall be used for all exterior weather exposed locations.

3. Construction Adhesive: Dap Latex Construction and Sub-Floor Adhesive, or approved equal.

PART 3 - EXECUTION

3.1 CARPENTRY GENERAL
A. Carpentry shall be done by competent workmen, experienced in Work of the types specified herein, and in accordance with the best standards of carpentry practice.

B. Workmanship: Fit members closely, set accurately to required lines and levels, and secure rigidly in place. Set horizontal and inclined members with crown edge up. Bolt, nail, and spike thoroughly with not less than sizes and quantities required to conform to Chapter 23 of the current California Building Code (CBC), and provide full contact at all bearing surfaces for structural members.

C. Verify all conditions at the Project site, affecting the Work. Coordinate carpentry with rough-ins and installations under other sections Work applying to this Project.

3.2 FINISH CARPENTRY GENERAL
A. Completed exposed work shall be free of dents and tool marks, un-sanded or rough faces (unless scheduled to be so), or other detracting appearance defects and issues.

B. Care should be taken to match existing finish appearance, with tight miter and butt joints.

C. Set and putty all nail heads, and prep for painting or specified finishes, unless scheduled to be natural finish.

END OF SECTION

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Roof Deck Board 07220 Page - 1
DIVISION 07 – THERMAL & MOISTURE PROTECTION
SECTION 07220 - ROOF DECK BOARDS
PART 1 – GENERAL

1.1 RELATED DOCUMENTS
A. Project sheet drawings, details, specifications, addenda and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 1 Specification Sections apply to this Section.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 01250 – Substitution Procedures

3. Section: 01330 – Submittal Procedures

4. Section: 01640 - Owner Furnished Contractor Installed Materials

5. Section: 02010 - Selective Demolition

6. Section: 06100 - Miscellaneous Carpentry

7. Section: 07410 - Metal roofing Panels – Standing Seam

8. Section: 07620 - Sheet Metal and Flashing

1.2 SUMMARY
A. Section includes material and installation specifications for Dens Deck fiberglass-mat faced gypsum roof boards for application over a properly prepared wood plywood roof deck substrate for the installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly.

B. Items specified in this section are applicable whether shown or not.

1.3 REFERENCES
A. ASTM International (ASTM):

1. ASTM C209 Standard Test Method for Cellulosic Fiber Insulating Board.

2. ASTM C472 Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete.

3. ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Products.

4. ASTM C1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing.

5. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber.

6. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials.

7. ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials.

8. ASTM E108 Standard Test Methods for Fire Tests of Roof Coverings.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
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9. ASTM E136 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 C.

10. ASTM E661 Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads.

B. Underwriters Laboratories (UL) - UL 790 Standard Test Methods for Fire Tests of Roof Coverings.

C. Factory Mutual Research (FM) - Roof Assembly Classifications.

D. National Roofing Contractors Association (NRCA) - Roofing and Waterproofing Manual.

E. Underwriters Laboratories, Inc. (UL) - Fire Hazard Classifications.

F. Warnock Hersey (WH) - Fire Hazard Classifications.

G. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) H. Steel Deck Institute, St. Louis, Missouri (SDI).

1.4 SUBMITTALS
A. Product data and Installation Instructions:

1. Submit Dens Deck Board Manufacturer’s product data sheets including substrate preparation, installation instructions, specified fastener type and fastener placement required for the project roof deck and manufacturer’s roofing system.

2. Provide approval letters from both the Dens Deck Board and Roofing Manufacturers for use of the Dens Board Deck Board within the project specified roofing system.

B. Certification:

1. Provide approval letters from the Roof Manufacturer’s specifying the Dens Deck Board fasteners furnished, and placement of fasteners is acceptable for the project specified roofing system.

2. Provide approval letters from the Roofing Manufacturer that the Dens Deck Board used within the project roofing system meets a certified and approved Class (A) fire rated roofing assembly.

E. Submit roof manufacturer’s certification that Dens Deck Board furnished is acceptable to Roof Manufacturer as a component of the roofing system and is eligible for the Roof Manufacturer’s system warranty.

1.5 QUALITY ASSURANCE
A. Manufacturer’s Certificate: Certify that roof system furnished is approved by Factory Mutual, Underwriters Laboratories, Warnock Hersey or approved third party testing facility in accordance with ASTM E108, Class (A) for external fire and meets local or nationally recognized building codes.

B. Manufacturer’s Certificate: Certify that the roof system is fastened to meet or exceed the requirements of FM 1-90.

C. Pre-installation meeting: Refer to Division 07 roofing specifications for pre-installation meeting requirements.

D. Inspection: Where applicable, allow for Owner’s inspection and moisture testing and reporting prior to installation of Dens Deck Roof Boards.

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1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site with seals and labels intact, in manufacturer’s original containers, dry and undamaged.

1. Any protective, plastic factory packaging that is used to wrap the Dens Deck Roof Boards for shipment is intended to provide temporary protection from moisture exposure during transit only and is not intended to provide protection during storage after delivery.

2. Remove any plastic packaging from the Dens Deck Roof Boards immediately upon receipt of delivery. Failure to remove plastic packaging may result in entrapment of condensation or moisture.

B. Store all Dens Deck Board materials in a manner to protect them from the wind, sun and moisture damage prior to and during installation. Any Dens Deck material that has been exposed to any moisture shall be removed from the project site.

1. Keep materials enclosed in a watertight, ventilated enclosure.

2. Store materials off the ground. Use adequate supports to keep the bundles flat, level and dry. Any warped, broken or wet Dens Deck Boards shall be discarded.

C. Care should be taken during installation to avoid the accumulation of moisture in the system. Roof boards shall be covered the same day as installed. Avoid application of roof boards during rain, heavy fog and any other conditions that may deposit moisture on the surface. Avoid the overuse of non-vented, direct-fired heaters during winter months. Any warped, broken or wet Dens Deck Boards that occurs during installation shall be removed and replaced.

1.7 FIELD CONDITIONS
A. Application standards shall be in accordance with design assembly specifics, system manufacturer requirements and the Dens Deck Roof Board Application and Technical Guidelines.

B. Do not install Dens Deck Boards that that are moisture damaged. Indications that panels are moisture damaged include, but not limited to, discoloration, sagging, or irregular shape.

C. Installed Dens Deck Roof Boards shall be dry, with free moisture content of less than 1% using a moisture meter that has been set to the gypsum scale, before applying adhesive, asphalt or membrane.

D. All components used in roofing systems, including Dens Deck Roof Boards, shall be protected from exposure to moisture before, during and after installation.

PART 2 - PRODUCTS

2.1 PRODUCTS - GENERAL
A. Basis of Design:

1. Materials, manufacturer’s product designations, and/or manufacturer’s names specified herein shall be regarded as the minimum standard of quality required for work of this Section. Comply with all manufacturer and contractor/fabricator quality and performance criteria specified in Part 1 of this Section.

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B. Substitutions:

1. Products proposed as equal to the products specified in this Section shall be submitted in accordance with Section 1250 – Substitution Procedures and Bidding Requirements and as outlined below:
a. Proposals shall be accompanied by a copy of the manufacturer’s standard specification section. That specification section shall be signed and sealed by a professional engineer licensed in the state in California. Substitution requests containing specifications without licensed engineer certification shall be rejected for non-conformance.
b. Include a list of three (3) projects of similar type and extent, located within a one hundred mile radius from the location of the project. In addition, the three projects must be at least five (5) years old and be available for inspection by the City of Ukiah or their Representative. c. Equivalency of performance criteria, warranty terms, submittal procedures, and contractual terms will constitute the basis of acceptance. d. The City of Ukiah decision regarding substitutions will be considered final.

Unauthorized substitutions will be rejected.

2.2 DENS DECK ROOF BOARD MATERIALS
A. Dens Deck Roof Board:

1. Qualities: Nonstructural glass mat faced, noncombustible, water resistant treated gypsum core panel.

2. Board Size: Four feet by eight feet (4’x8’).

3. Thickness: Five Eighths (1/4) inch.

4. R-Value: 0.28 (Dens Board only).

5. Compliances: UL, WH or FM listed under Roofing Systems.

2.3 RELATED MATERIALS
A. Fasteners:

1. Corrosion resistant screw fastener as specified by the Dens Deck Board and Roofing Manufacturers.

2. Factory Mutual Tested and Approved with three (3) inch coated disc for I-90 rating for installation and penetration below and existing plywood deck.

2.4 MANUFACTURERS
A. Georgia-Pacific Gypsum LLC products as specified herein.

2.5 COATED PRIME FIBERGLASS-MAT FACED GYPSUM DENS DECK ROOF BOARDS:

A. Fiberglass Mat Faced Gypsum Roof Board:

1. Georgia Pacific DensDeck® Prime with EONIC™ Technology Roof Boards.

2. Thickness: 1/4 inch.

3. 4’ x 8’ sheet boards.

4. Weight:1.2 psf

5. Surfacing: Primed Fiberglass Mat.

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6. Flexural Strength, Parallel (ASTM C473): 40 lbf, minimum.

7. Flute Span (ASTM E661): 2-5/8 inches.

8. Permeance (ASTM E96): Greater than 30 perms.

9. R-Value (ASTM C518): 0.28.

10. Water Absorption (ASTM C473): Less than 5 percent of weight.

11. Surface Water Absorption (ASTM C473): Nominal 1.0 grams.

12. Compressive Strength (Applicable Sections of ASTM C472): Nominal 900 pounds per square inch.

13. Flame Spread/ Smoke Development (ASTM E84): Not more than 0 Flame Spread, 0 Smoke Development

14. Combustibility (ASTM E136): Noncombustible

15. Fire resistance rating (UL 790 and ASTM E108): Class A

16. Mold Resistance (ASTM D3273): Scored a 10
PART 3 – EXECUTION

3.1 INSTALLATION
A. Attachment with Mechanical Fasteners:

1. Corrosion resistant screw fastener as specified by the Dens Deck Board and Roofing Manufacturers.

2. Factory Mutual Tested and Approved with three (3) inch coated disc for I-90 rating for installation and penetration below and existing plywood deck.

3. Fastener placement as specified by the Dens Deck Board and Roofing Manufactures for a Class (A) Fire Rated Roof Assembly with a Garland R-Mer Span roofing system mounted on hat channels secured to the structural framing of the roof with combustible plywood roof deck.

3.2 CLEANING
A. Remove debris and cartons from roof deck. Leave insulation clean and dry, ready to receive a Garland R-Mer Seal roofing underlayment or an equivalent underlayment as approved by the Roofing Manufacture and the City of Ukiah.

3.3 CONSTRUCTION WASTE MANAGEMENT
A. Remove and properly dispose of waste products generated during installation. Comply with requirements of authorities having jurisdiction.

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PART 4 - OWNER SUPPLIED MATERIALS

4.1 MATERIAL QUANTITIES
A. Contractor must include in their base bid any additional materials to complete the roofing project.

Contractor must provide all labor to install owner-supplied materials as part of their bid. All materials not specifically included in the owner-supplied materials section will be the responsibility of the contractor to provide and install in compliance with sections 07220, 0741 and 07620. Freight charges of Owner supplied materials will be the responsibility of the Owner. Contractor must take delivery of materials, properly cover and store at jobsite or their shop. Contractor must be able to provide certification in writing from roof system manufacturer that the contractor is approved to install the specified roof system and provide all warranty requirements of sections 0741 and 07620. The Owner will supply the materials and quantities as listed in section 01640.

END OF SECTION

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DIVISION 07 – THERMAL & MOISTURE PROTECTION
SECTION 07410: METAL ROOFING PANELS - STANDING SEAM
PART 1 - GENERAL

1.1 DESCRIPTION
A. Work described in this section applies to a completed Class (A) Fire Rated roofing assembly consisting of a factory finished preformed standing seam steel roofing system on an existing combustible plywood roof deck with new ¼” Dens Deck Board covered with Garland R-Mer Seal or an equivalent 40 mil minimum high temperature peal and stick underlay suitable for vertical applications at curbing and parapet walls. The manufactured metal roofing system shall incorporate standing seam steel roofing panels, clips, steel hat channels, perimeter flashing and trim, roof penetration flashing and counterflashing, ridge caps, valley and ridge trim assemblies, eave closures assemblies, eave drip stiffeners, coping and rake trim, gutters with expansion joints, down spouts and all miscellaneous sheet metal flashing / trim, closure foam, sealants and fasteners to complete a waterproof Class (A) fire rated roofing assembly.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 01250 – Substitution Procedures

3. Section: 01330 – Submittal Procedures

4. Section: 01640 - Owner Furnished / Contractor Installed Products

5. Section: 02010 - Selective Demolition

6. Section: 06100 - Miscellaneous Carpentry

7. Section: 07220 - Roof Deck Board

8. Section: 07620 - Sheet Metal and Flashing

1.3 SUMMARY
A. This section includes materials, fabrication and installation specifications for the standing seam steel roofing panels, gutters and accessories as specified in the project contract documents for installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly.

B. Items specified in this section are applicable whether shown or not.

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1.4 SUBMITTALS
A. Submittals shall be prepared in accordance to Section 01330 – Submittal Procedures.

B. Shop Drawings:

1. Show fabrication and installation layouts of sheet metal roofing system, including plans, elevations, sections, expansion joint locations, keyed details and project specific specifications. Distinguish between shop and field assembled work. Provide shop drawings of the roofing system with flashings and accessories in project specific sheet drawings with associated fabrication and installation details.

2. Include metal thickness and finishes, panel lengths, joining details, fastening anchorage details, flashings and special fabrication provisions for termination and penetrations. Indicate relationships with adjacent and interfacing work.

3. Shop drawings must be completed by the metal panel manufacturer’s engineering department. Any and/or all changes recommended by the successful bidder must be approved by the manufacturer in writing prior to submittal.

C. Product Data: Include manufacturer’s detailed material and system description, sealant and closure installation instructions, engineering performance data and finish specifications.

D. Design Test Reports:

1. Provide pullout values of the fastener types and spacing’s as indicated on the project drawings.

2. Submit copy of manufacturer’s minimum design load calculations according to ASCE-7-16. See Garland calculations as indicated on drawings.

3. Submit copy of certification from manufacturer stating that specified system has been tested in accordance with ASTM E1592 requirements by an independent Engineering Firm. All test results must be submitted including Air (ASTM E 283) Infiltration Tests. These test results must meet or exceed those listed in Section 1.8 (Performance Criteria) and be stamped by an independent Engineering Firm.

1.5 INSTALLER QUALIFICATIONS
A. Installer:

1. Engage an experienced metal roofing contractor (erector) to install a standing seam system who has a minimum of five (5) years’ experience specializing in the installation of structural standing seam metal roof systems.

2. Contractor must be certified by the Roofing Manufacturer specified as the supplier of structural standing seam system and obtain written certification from manufacturer that installer is approved for installation of the specified system. The contractor must supply a copy of this certification to the City of Ukiah prior to proceeding with the roofing installation.

3. The contractor is required to maintain a full-time supervisor / foreman who is on the job-site at all times during installation of new roof system. Foreman must have a minimum of five (5) years’ experience with the installation of system similar to that specified.

1.6 MANUFACTURER QUALIFICATIONS
A. The materials outlined in the Material and Method Specifications are based on the performance characteristics of the R-Mer Span - Steel Panel system by the Garland Company. Metal panels must be pre-manufactured in the roofing manufacturer’s shop and engineered for this project. Roofing panels will not be allowed to be formed at the job-site.

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B. Should the bidder wish to propose an alternate manufacturer and/or material than that specified, Section 1250 – Substitute Procedures must be followed and address the requirements as outlined below:

1. Submit certified test reports from a testing laboratory that bear the stamp of a registered California P.E. to show compliance with specified performance criteria.

Test reports must meet the specified negative uplift pressures as listed per this specification for the gauge, panel width and clip spacing specified as confirmed by manufacturers ASTM E1592 test results. See Garland calculations as indicated on drawings.

2. Empirical calculations for roof performance shall only be acceptable for positive loads.

3. Indicate fastener types and spacing’s and provide fastener pullout values.

4. Submit copy of manufacturer’s Factory Mutual Certification for specified system. See Garland calculations as indicated on drawings.

5. Submit copy of certification from manufacturer stating that specified system has been tested in accordance with ASTM E1592 requirements by an Independent Engineering Firm. All test results must be submitted including Air (ASTM E 283) Infiltration and meet or exceed those listed in Section 1.8 (Performance Criteria).

6. A list of a minimum of five (5) jobs where the proposed alternate material was used under similar conditions. The reference list shall include date of project, size of project, address and contact telephone number.

7. A financial statement demonstrating a current ratio of 2:1 (current assets to current liabilities).

8. A written statement from the manufacturer stating that they will provide the building owner with a daily site inspection for a minimum of one (1) hour by an experienced, full time employee of the company.

9. A written statement from a corporate officer of the manufacturing company stating that he or she has reviewed the specifications and confirms that the proposed system meets or exceeds all performance requirements listed as well as meets the panel size, gauge, weight, clip design, sealant design, uplift pressures and height of the vertical seam.

10. A copy of manufacturer’s 30 year NDL roofing system warranty.

C. The following samples must be submitted by alternate manufacturers:

1. Submit sample of panel section, at least 6” x 6” showing seam profile and also a sampler of color selected.

2. Submit sample of panel clip(s).

D. The City of Ukiah decision regarding substitutions will be considered final. Unauthorized substitutions will be rejected.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Manufacturer’s responsibility:

1. Protect components during fabrication and packing from mechanical abuse, stains, discoloration, and corrosion.

2. Provide protective interleaving between contact areas of exposed surfaces to prevent abrasion during shipment, storage, and handling.

3. Deliver materials in sealed packages, with Manufacturer’s labels intact and legible.

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B. Installer’s responsibility:

1. Store materials off ground providing for drainage; under cover providing for air circulation; and protected from wind movement, foreign material contamination, mechanical damage, cement, lime or other corrosive substances.

2. Handle materials to prevent damage to surfaces, edges and ends of roofing sheets and sheet metal items. Damaged material shall be rejected and discarded.

1.8 JOB CONDITIONS
A. Determine that work of other trades will not hamper or conflict with necessary fabrication and storage requirements for preformed metal roofing system.

B. Protection:

1. Provide protection or avoid traffic on completed roof surfaces.

2. Support no roof-mounted equipment directly on roofing system.

C. Ascertain that work of other trades which penetrates the roof or is to be made watertight by the roof is in place and approved prior to installation of roofing.

1.9 QUALITY CRITERIA
A. Applicable standards:

1. American Iron and Steel Institute (AISI): S100-07 Specification for the Design of Cold-Formed Steel Structural Members.

2. American Society for Testing and Materials (ASTM): A653 Specification for Steel Sheet Zinc-coated (galvanized) or Zinc- Iron Alloy-coated (Galvannealed) by the Hot-Dip process. E283 Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen. E1592-01 Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

3. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):

Architectural Sheet Metal Manual, Latest Edition.
4 Underwriters’ Laboratories (UL): Standard UL – 580 Tests for Wind-Uplift Resistance of Roof Assemblies. Standard UL – 790 Class A Fire Rated Materials.

B. Applicable erection tolerances:

1. Shim and align metal roof panel units within installed tolerances of (1/4 inch in 20 feet; 3/8” in 40 feet) on slope and location lines as indicated and with (1/8 inch) offset of adjoining faces and of alignment of matching profiles.

1.10 PERFORMANCE CRITERIA
A. Thermal Movement:

1. Completed metal roofing and flashing system shall be capable of withstanding expansion and contraction of components caused by changes in temperature without buckling, producing excess stress on structure, anchors or fasteners, or reducing performance ability.

2. Interface between panel and clip shall provide for unlimited thermal movement in each direction along the longitudinal direction.

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B. Uniform wind load capacity:

1. Capacity shall be determined using pleated airbag method in accordance with ASTM E 1592, testing of sheet metal roof panels as follows:
a. (7.1) Roof test specimens shall be either full length or representative of the main body of the roof, free from edge restraint or perimeter attachments, continuous over one or more supports, and containing at least five panel modules for standing seam roof.
b. (7.1.2) No attachments shall be permitted at sides or end perimeter other than those that occur uniformly throughout roof. Side and end seals shall be flexible and in no way restrain crosswise distortion of panels. c. (7.2.1) Panels and accessories shall be production materials of same type and thickness proposed for use on project.

2. Installed roof system shall carry positive uniform design loads with a maximum system deflection of L/180 as measured at the rib (web) of the panel.

C. Underwriters’ Laboratories, Inc., (UL) fire resistance A ratings for roof assemblies.

Underwriters’ Laboratories, Inc., (UL) Class A fire rated materials per UL 790.

D. ASTM E283: Static pressure air infiltration:

Pressure Leakage Rate

1.57 PSF 0.0007 cfm/sq.ft.

6.24 PSF 0.0002 cfm/sq.ft.

20.0 PSF 0.0036 cfm/sq.ft.

E. Water penetration (dynamic pressure): No water penetration, other than condensation, when exposed to dynamic rain and 70 mph wind velocities for not less than five minutes duration, when tested in accord with principles of ASMA 501.1.

F. Capacities for gauge, span or loading other than those tested may be determined by interpolation of test results within the range of test data. Extrapolation for conditions outside test range are not acceptable.

G. Cool Roof Features:
a. Aged Solar Reflectance = 0.20 or higher
b. Thermal Emittance = 0.75 or higher
c. SRI+ = 106 (initial) / 97 (3 years)
d. CRFC ID product = 0700-0028

1.11 WARRANTIES
A. The City of Ukiah shall receive ONE WARRANTY from the Roofing Manufacturer covering all of the following criteria. Multiple warranties are NOT acceptable:

1. Manufacturer’s 30 year no dollar limit (NDL) watertight warranty.

2. Manufacturer’s warranty shall be a total systems warranty for a complete weatherproof class (A) fire rated standing seam metal roofing assembly. The Roof Manufacturer further warrants that the roof system will not leak due to manufacturing defects or defective workmanship by the installation contractor.

3. The Roofing Manufacturer will pay all authorized costs of repairs to the roofing system necessary to stop any leaks caused by defective materials or workmanship that occur within thirty (30) years from the final completion date, with no dollar cost limit to the City of Ukiah

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4. Pre-finished metal material shall require a written thirty (30) year non-prorated warranty covering fade, chalking and film integrity. The material shall not show a color change greater than 5 NBS color units per ASTM D2244 or chalking excess of 8 units per ASTM D659. If either occurs material shall be replaced per warranty, at no cost to the City of Ukiah.

1.12 PRE-INSTALLATION CONFERENCE
A. Conduct pre-installation meeting at project site before each construction activity that required coordination with installation of preformed metal roofing system.

B. The Roofing and Substrate Installer, a Representative from the Garlands Technical Team and an Engineering Representative for the City of Ukiah shall be present.

C. Advise the City of Ukiah of scheduled meeting dates a minimum of fourteen (14) days in advance.

D. Review progress of other construction activities and preparations for particular activity under construction at each pre-installation conference.

E. Record significant discussions and agreements/disagreements of each conference, along with approved schedule. Distribute record of meeting to everyone concerned, promptly, including the City of Ukiah and their Project Representative.

F. Do not proceed if conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of work and reconvene conference at earliest feasible date.

PART 2 – PRODUCTS

2.1 MATERIALS
A. Metal Roofing System:

1. Whenever a particular make of material, trade name and/or manufacturer’s name is specified herein, it shall be regarded as being indicative of the minimum standard of quality required.

B. Panel Material:

1. Garland 22-gauge G-90 Galvanized Steel R-Mer Span Standing Seam Panels:
a. Panel Width = 18”
b. Standing Seam Height = 23
/8”
c. Standing Seam Width = 1”

2. ASTM ASTM A 653/A 653M G-90 galvanized steel.

3. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish (30 year warranty).

C. Gutter and Downspout Material:

1. Roof Gutters & Downspouts shall be fabricated from Garland 22-gauge G-90 Galvanized Steel R-Mer SS Sheet Stock.

2. ASTM A 653/A 653M G-90 galvanized steel.

3. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality (30 year warranty).

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D. Finish on surfaces:

1. Exposed surfaces on Steel: Metal roofing, gutters, ridge caps, drip stiffener, and flashing components shall receive factory applied Kynar 500 paint finish Mocha Color.

2. Coating system shall provide nominal 1.0 mil dry film thickness, consisting of primer and color coat.

E. Characteristics:

1. Configuration: Standing seams incorporating mechanically interlocked, concealed anchor clips allowing unlimited thermal movement only in longitudinal direction of the panel and of configuration which will prevent entrance or passage of water:
a. Panel/Cap configuration must have a total of four (4) layers of steel surrounding anchor clip for prevention of water infiltration and increased system strength designed to limit potential for panel blow-off. b. Profile of panel shall have mesa’s every ½” o.c. continuous throughout panel which are a minimum of 1.5” wide. These will absorb thermal stresses, reduce oil canning in panel and increase load carrying capacity. c. Exposed fasteners, screws and/or roof mastic is unacceptable and will be rejected. System configuration only allows for exposed fasteners at panel overlap (if required) and trim details (as per manufacturer’s guidelines). d. Panels must be furnished in continuous lengths from ridge to eave with no overlaps unless approved by manufacturer to length of run.

2. Seam must be 2-3/8” height for added upward pressures and aesthetic appeal.

Seam shall have continuous anchor reveals to allow anchor clips to resist positive and negative loading and allow unlimited expansion and contraction of panels due to thermal changes. Integral (not mechanically sealed) seams are not acceptable.

3. Concealed Anchor Clips: Clips must be 16 gauge, 40,000 p.s.i. (G-90 galvanized steel) ONE (1) piece clip with projecting legs for additional panel alignment and provision for unlimited thermal movement in each direction along the longitudinal dimension:
a. Two-piece (2) clips are NOT acceptable.
b. Clip design must isolate sealant in panel cap from clip to insure that no sealant damage occurs from the clip during expansion and contraction. c. Clip must maintain a clearance of a minimum of 3/8” between panel and substrate for proper ventilation to help prevent condensation on underside of panel and eliminate the contact of panel fastener head to panel.

4. Seam cap: Snap-on cap shall be a minimum of 1” wide “T” shaped of continuous length up to 45 feet accordingly to job condition and field seamed by means of manufacturer’s standard seaming machine:
a. Cap shall be designed to receive continuous double bead of hot applied, foamed in place gasketing sealant which will not come in contact with the anchor clip to allow unlimited thermal movement of panel without damage to cap sealant.
b. Sealant shall be non-fatigue, nitrogen injected water barrier.

5. Panels shall be of a symmetrical design with snap on cap configuration such that individual panels may be removable for replacement without removing adjacent panels.

6. Panel ends shall be panned at ridge, headwall, and hip conditions where applicable.

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F. Accessories:

1. Gable anchor clips: Standing Seam styles galvanized minimum thickness 16 gauge.

2. Fasteners:
a. Concealed fasteners: Corrosion resistant fasteners designed to meet structural loading requirements. The normal minimum fastener size shall be as indicated by the Roofing Manufacturer.

3. Closures: Factory pre-cut closed cell foam meeting ASTM D3575-93 a crosslinked closed cell polyolefin foam, enclosed in metal channel matching panels when used at hip and ridge.

4. Panel joint (end lap) sealant: Non-curing modified isobutylene tri-polymer tape of thickness to fully adhere to both surfaces being joined with indicated service life of 30 years.

2.2 ACCESSORY PRODUCTS
A. Sealant:

1. Acceptable products:
a. Concealed Application: PT1-707, Bostik Chem-Calk butyl sealant or Equal. b. Exposed Application: The Garland Company, Tuff Stuff or Equal.

B. Underlayment:

1. Garland R-Mer Seal or approved equivalent 40 mil minimum high temperature peal and stick underlay suitable for vertical applications at curbing and parapet walls.

2. Underlayment shall be applied over the Dens Deck Board per Section 07220 and extend up all curbing, parapet walls and over rake wall and eave trim / fascia boards prior to placement of hat channels.

2.3 FABRICATION - GENERAL
A. Shop fabricate metal roofing, gutter, and flashing components to the maximum extent possible, forming metal work with clear, sharp, straight, and uniform bends and rises. Hem exposed edges of flashings.

B. Form flashing components and gutters from full single width sheet in minimum 10’-0” sections. Provide mitered corners, joined using closed end pop rivets and joint sealant.

C. Fabricate roofing and related sheet metal work in accordance with the approved shop drawings and applicable standards.

2.4 FABRICATION – ROOF GUTTERS & DOWNSPOUTS
A. Roof Gutters & Downspouts shall be fabricated from 22-gauge ASTM A 653/A 653M G-90 Galvanized Steel - Garland R-Mer SS Sheet Stock
B. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality (30 year warranty).

C. Fabrication of Roof Gutters & Downspout per Garland’s Site Specific Drawing Sheet Details and Garland’s Shop Drawing Submittal Installation Support Package Details:

1. Gutter Joint Lap Details (Trim-1.6 through Trim-1.9) and Butt Joint Expansion Joint Detail (GEJ-1)

2. Downspout RA Assembly Details (DS-1.1 through DS3.1)

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D. Install expansion joints on all gutter lines exceeding 50’-0” in length per SMACNA standard recommendations and Garland Butt Joint Expansion Joint Detail (GEJ-1).

E. Gutters shall be fabricated and installed to maintain a level to a 1/8” in 12” negative downward slope to the Downspout Inlets.

F. Downspouts shall be located at existing storm drain inlets with a watertight premanufactured or fabricated sheet metal coupler joint attached to the existing 4” diameter inlet lines.

PART 3 – EXECUTION

3.1 PREPARATION
A. Examine the alignment and placement of the building structure and substrate. Correct any objectionable warp, waves or buckles in the substrate before proceeding with installation of the preformed metal roofing. The installed roof panels will follow the contour of the structure and may appear irregular if not corrected.

B. Establish straight side and crosswise benchmarks.

C. Use proper size and length fastener for strength requirements. Approximately 5/16” is allowable for maximum fastener head diameter size beneath the panel.

D. Pre-roofing conference: Prior to beginning metal roofing work, a pre-roofing conference shall be held to review work to be accomplished.

1. Contractor, metal roofing subcontractor, metal roofing system manufacturer’s representative, representative for the City of Ukiah and all other subcontractors who have equipment penetrating the roof or whose work involves access to roof shall be present.

3.2 ERECTION TOLERANCES
A. Installation Tolerances: Shim and align metal roof panel units within installed tolerance of (1/4 inch in 20 feet; 3/8” in 40’-0” or more) on slope and location lines as indicated and with 1/8 inch offset of adjoining faces and of alignment of matching profiles.

3.3 ROOFING AND FLASHING INSTALLATION
A. All roofing and flashing details will be shown on the roofing manufacturer’s shop drawings and shall be included in the project documents. Install all roofing and flashings in accordance with the approved shop drawings, roofing manufacturer’s product data and within the specified erection tolerances.

B. Garland R-Mer Underlayment, or an approved equivalent underlayment shall be applied over the Dens Deck Board per Section 07220 and extend up all curbing, parapet walls and over rake wall and eave trim / fascia boards prior to placement of hat channels and sheet metal flashing.

C. Install 16 gauge steel fabricated hat channels, roofing manufacturer supplied 16 gauge one piece panel clips and panel clip shims as needed to provide an even panel seam height and alignment within the specified project tolerances. Hat Channels shall be fastened to the structural roof members and spaced in accordance to the Project Specific Drawing Sheets and Detail Sheets prepared by the Roofing Manufacture. Hat channels shall not be directly fastened to the plywood roof decking without approved allowable strength and pull out data for the plywood connection as supplied by an approved third party testing laboratory and approved by the Roofing Manufacturer.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Metal Roofing Panels 07410 Page - 10

D. Installation of Roof Panels:

1. Roof panels can be installed by starting from either end and working towards the opposite end. Due to the symmetrical design of the specified panel system, it is also acceptable to start from the middle of the roof and work toward each end.

2. A stainless steel pop rivet, as required, shall be secured through the anchor reveal of the panel leg and extend into the arms of the panel clip located at the ridge of the system. This is done at each arm of the clip along the ridge. The panel is then anchored at both sides of the clip. Be sure to capture all drilling debris during this operation with a rag or cloth placed on the panels at the drilling operation.

2. The seam caps are shipped with two rolls of factory applied hot melt sealant located inside the caps. To install the caps, hook one side of the cap over the panel edge and rotate over the opposite panel leg. For ease of installation, start at one end of the panel and work toward the opposite end.

3. A hand crimping tool is used to crimp the cap around the top of two adjacent panels. Caps shall then be permanently seamed with manufacturer’s mechanical seamer.

E. Isolate dissimilar metals from metals with bituminous coating. Use gasketed fasteners where required to prevent corrosive action between fastener, substrate, and panels.

F. Limit exposed fasteners to extent indicated on shop drawings.

G. Anchorage shall allow for temperature expansion/contraction movement without stress or elongation of panels, clips, or anchors. Attach clips to structural substrate using fasteners of size and spacing as indicated on drawings to resist specified uplift and thermal movement forces.

H. Seal laps and joints in accordance with roofing system manufacturer’s product data.

Coordinate flashing and sheet metal work to provide weathertight conditions at roof terminations in accordance with standards of SMACNA Manual.

I. Provide temperature expansion/contraction movement of panels at roof penetrations and roof mounted equipment in accordance with system manufacturer’s product data and design calculations.

J. Installed system shall be true to line and plane and free of dents, and physical defects with a minimum of oil canning and within the applicable erection tolerances: Maximum variation from true planes or lines: ¼” in 20’-0”; 3/8” in 40’-0” or more.

K. Form joints in linear sheet metal to allow for ¼” minimum expansion at 20’-0” o.c. maximum and 8’-0” from corners.

L. At joints in linear sheet metal items, set sheet metal items in two ¼” beads of butyl sealant.

Extend sealant over all metal surfaces. Mate components for positive seal. Allow no sealant to migrate onto exposed surfaces.

M. Remove damaged work and replace with new, undamaged components.

N. Touch up exposed fasteners using paint furnished by roofing panel manufacturer and matching exposed panel surface finish.

3.4 FIELD QUALITY CONTROL
A. Inspection will involve surveillance of work during installation to ascertain compliance with Roof Manufacturer’s project site specific sheet drawings, details, specifications and installation tolerance specified for the roofing system. A Roofing Manufacturer’s Representative shall inspect the work a minimum of 2 days per work week.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Metal Roofing Panels 07410 Page - 11

3.5 CLEANING
A. To prevent rust staining on finished surfaces, immediately remove filings produced by drilling or cutting. Clean all exposed surfaces of roofing and accessories daily after completion of work.

B. Touch up minor abrasions and scratches in finish. Touch up exposed fasteners using paint furnished by roofing panel manufacturer and matching exposed panel surface finish.

Remove all scrap and construction debris from the site.

3.6 FINAL INSPECTION
A. Final inspection will be performed by a Garland Representative, the City of Ukiah or their Representative in accordance with general requirements.

PART 4 - OWNER SUPPLIED MATERIALS

4.1 MATERIAL QUANTITIES
A. Contractor must include in their base bid any additional materials to complete the roofing project. Contractor must provide all labor to install owner-supplied materials as part of their bid. All materials not specifically included in the owner-supplied materials section will be the responsibility of the contractor to provide and install in compliance with sections 07220, 0741 and 07620. Freight charges of Owner supplied materials will be the responsibility of the Owner. Contractor must take delivery of materials, properly cover and store at jobsite or their shop. Contractor must be able to provide certification in writing from roof system manufacturer that the contractor is approved to install the specified roof system and provide all warranty requirements of sections 0741 and 07620. The Owner will supply the materials and quantities as listed in section 01640.

END OF SECTION

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 1
DIVISION 07 – THERMAL & MOISTURE PROTECTION
SECTION 07620 - SHEET METAL AND FLASHING
PART 1 – GENERAL

1.1 RELATED DOCUMENTS
A. Project sheet drawings, details, specifications, addenda and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 1 Specification Sections apply to this Section.

B. Related Sections:

1. Section: 01100 - Summary of Work

2. Section: 01250 – Substitution Procedures

3. Section: 01330 – Submittal Procedures

4. Section: 01640 - Owner Furnished Contractor Installed Materials

5. Section: 02010 - Selective Demolition

6. Section: 06100 - Miscellaneous Carpentry

7. Section: 07220 - Roof Deck Board

8. Section: 07410 - Metal Roofing Panels – Standing Seam

1.2 Summary
A. Section includes material, fabrication and installation specifications for sheet metal and roofing flashing, trim, closures, curbing, caps, coping, gutters, downspouts, gable wall roof beam end caps and required accessories as specified in the project contract documents for installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly.

B. Items specified in this section are applicable whether shown or not.

C. Fabricated sheet metal items, including flashings, counter flashings, and other items in conformance with the project specification, drawings and details as follows:

1. Metal edge system with continuous cleats.

2. Flashing & Counterflashing

3. Hat Channels

4. Valley and Ridge trim Assemblies

5. Eave Closures Assemblies

6. Coping, Curbing and Parapet Wall sheet metal and flashing

7. Ridge Caps and Rake Trim

8. Roof Gutters with Expansion Joints, Downspouts & Drains

9. Roof Beam End Caps at Gable Walls

10. All other items as indicated in the project contract documents for installation of a complete and weatherproof class (A) fire rated standing seam steel roofing assembly.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 2

1.3 SUBMITTALS
A. Submittals shall be prepared in accordance to Section 01330 – Submittal Procedures.

B. Shop Drawings:

1. submit shop drawings for manufactured and installer fabricated flashing, counterflashing, fascia, trim, capping, gutters, downspouts roof beam end caps and all other sheet metal fabrications as required for the installation of a complete and weatherproof class (A) fire rated steel standing seam roof.

2. Indicate material type and gauge, finish of material, profile and dimensioning, jointing pattern, jointing details, terminations, fastening methods, fastener type, specified underlayments and installation details.

C. Product data: Provide manufacturer's specification data sheets for each product

1. Metal material characteristics and installation specifications.

2. Submit color chart prior to material ordering and/or fabrication so that equivalent colors to those specific can be approved.

3. Fastener type, materials and installation specifications.

D. Samples:

1. Submit two samples 8x10 inch in size illustrating metal finish color.

2. Submit two samples, 12 x 12 inch in size illustrating typical external corner, internal corner, and valley, junction to vertical dissimilar surface, material and finish.

E. Certification:

1. Submit roof manufacturer's certifications that metal fasteners furnished are acceptable to roof manufacturer.

2. Submit roof manufacturer's certification that metal furnished is acceptable to roofing manufacturer as a component of roofing system and is eligible for roof manufacturer's system warranty.

3. Submit certification that metal and fastening system furnished is Tested and Approved by Factory Mutual for 1-90 Wind Up-Lift Requirements.

F. Proof of contractor, fabricator and installer qualification certification from the Roofing Manufacture for the application of the roofing system and associated sheet metal fabrication / flashing installation.

G. ANSI-SPRI ES-1 test results for all coping and edge metal.

H. Installer shop drawings and one installed mock-up end beam cap required for Gable Walls – Roof Beam End Caps Per Section 07620-2.4

1.4 WARRANTIES
A. The City of Ukiah shall receive ONE WARRANTY from the Roofing Manufacturer covering all of the following criteria. Multiple warranties are NOT acceptable:

1. Manufacturer’s 30 year no dollar limit (NDL) watertight warranty.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 3

1.5 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements, except as otherwise indicated.

1. Factory Mutual Loss Prevention Data Sheet 1-49 windstorm resistance: 1-90.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original, unopened containers or packages with labels intact and legible.

B. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

C. Prevent contact with materials that could cause discoloration or staining.

PART 2 - PRODUCTS

2.1 SHEET MATERIALS
A. Sheet Metal Material:

1. Garland 22-gauge G-90 Galvanized Steel R-Mer SS Sheet Stock

2. ASTM A 653/A 653M G-90 galvanized steel.

3. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality.

B. Should the bidder wish to propose an alternate manufacturer and/or material than that specified, Section 1250 – Substitute Procedures must be followed for approval.

C. The City of Ukiah decision regarding substitutions will be considered final. Unauthorized substitutions will be rejected

2.2 ACCESSORIES
A. Fasteners:

1. Corrosion resistant screw fastener as specified by the Roofing Manufacturer.

Exposed fasteners shall have the same finish as the pre-manufactured roofing panels.

2. Fastening shall conform to Factory Mutual 1-90 requirements or as stated on the section details, whichever is more stringent.

B. Plastic Cement: ASTM D 4586, Type I.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 4

2.3 FABRICATION - GENERAL
A. Fabricate in accordance with referenced standards. Form sections true to shape, accurate in size, square, and free from distortion or defects. Form pieces as recommended by SMACNA standard for conditions required.

1. Provide reinforcements and supports as required for secure anchorage.

2. Make joints rigid. Seams mechanically strong and soldered or sealed to make watertight

3. Fabricate corners in one piece with legs extending 30-inches each way to field joint. Lap, rivet, and solder or seal corner seams watertight.

4. Turn up "end dam" flanges at ends of opening sill flashing pieces, lap with wall flashing and membranes to shed water.

5. Fabricate cleats of same material as sheet, minimum 3/4 inches wide, interlockable with sheet.

6. Hem exposed edges on underside 1/2 inch; miter and seam corners.

B. Form pieces in longest possible lengths.

C. Hem exposed edges on underside 1/2 inch; miter and seam corners.

D. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.

2.4 FABRICATION - ROOF BEAM END CAPS - GABLE WALLS
A. Gable wall roof beam end caps shall be fabricated from Garland 22-gauge G-90 Galvanized Steel R-Mer SS Sheet Stock.

1. ASTM A 653/A 653M G-90 galvanized steel.

2. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality.

B. Top, sides and end of all exposed gable roof beam ends shall be covered with Garland R-Mer Seal or approved equivalent vertically applied peal and stick underlayment with mechanical anchorage as required and specified by the manufacture prior to the application of the roof beam end caps.

C. Shop drawings for all roof beam end caps must be submitted, reviewed and approved by the City of Ukiah or approved City Representative prior to the fabrication of the remaining roof beam end caps.

D. One roof beam end cap mock up shall be installed and approved by the City of Ukiah or approved City Representative prior to the fabrication of the remaining roof beam end caps.

2.5 FABRICATION – ROOF GUTTERS & DOWNSPOUTS
A. Roof Gutters & Downspouts shall be fabricated from Garland 22-gauge G-90 Galvanized Steel R-Mer SS Sheet Stock.

1. ASTM A 653/A 653M G-90 galvanized steel.

2. High gloss, factory painted Kynar 500 fluorocarbon Mocha finish to match R-Mer Span Roof Panels of same type kind and quality (30 year warranty).

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 5
B. Fabrication of Roof Gutters & Downspout per Garland’s Site Specific Drawing Sheet Details and Garland’s Shop Drawing Submittal Installation Support Package Details:

1. Gutter Joint Lap Details Trim-1.6 through Trim-1.9)

2. Gutter Butt Joint Expansion Joint Detail (GEJ-1)

3. Downspout RA Assembly Details (DS-1.1 through DS3.1) C. Install expansion joints on all gutters exceeding 50’-0” length per SMACNA standard recommendations and Garland Butt Joint Expansion Joint Detail (GEJ-1).

D. Gutters shall be fabricated to maintain as level to a 1/8” in 12” negative slope to the Downspout Inlets.

E. Downspouts shall be located at existing storm drain inlets with a watertight premanufactured or sheet metal fabricated coupler joint to the existing 4” diameter inlet lines.

2.6 EDGE METAL SYSTEM AND METAL COPING SYSTEM
A. ANSI SPRI ES-1 Pre Manufactured Coping system ANSI SPRI ES-1 tested and certified.

2.7 ROOF-RELATED SHEET METAL AND FLASHINGS
A. Roof-Related Sheet Metal and Flashings: As indicated, as specified in related sections, as required by roofing material manufacturers and referenced standards. Coordinate work of this section with related sections. Provide complete systems without conflict or omission.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Inspect and clean all surfaces to receive flashing prior to installation. Commencement is indication of acceptance of condition
B. Coordinate with affected trades work to be installed under their supervision.

C. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

D. Verify roofing termination and base flashings are in place, sealed, and secure.

E. Beginning of installation means acceptance of existing conditions.

F. Field measure site conditions prior to fabricating work.

3.2 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.

B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil.

3.3 INSTALLATION
A. Install work watertight, without waves, warps, buckles, fastening stress, or distortion, allowing for expansion and contraction. Conform to referenced standards. Make metal joints watertight.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 6
B. Fastening of metal to walls and wood blocking shall comply with SMACNA Architectural Sheet Metal Manual, Factory Mutual 1-90 wind uplift specifications and/or manufacturer's recommendations whichever is of the highest standard.

C. All accessories or other items essential to the completeness of sheet metal installation and water tight envelope of the building, whether specifically indicated or not, shall be provided.

D. Reglets: Install in accordance with manufacturer’s installation instructions.

E. Metal fascia and copings shall be secured to wood nailers at the bottom edge with a continuous cleat. Cleats shall be at least one gauge heavier than the metal it secures.

F. Install Sheet Membrane Waterproofing at closure flanges, under metal copings, caps and platforms; fully adhered, free of voids, blisters and buckling; roll as soon as practical following layout. Minimize exposure time to that period recommended by the manufacturer.

G. Flashing: Joints at 10-foot maximum spacing and at 2-1/2-feet from corners. Butt joints with 3/16-inch space centered over matching 8-inch long backing plate with sealer tape in laps.

H. Flanged flashings and roof accessories: Set on continuous sealer tape. Nail flanges through sealer tape and at 3-inch maximum spacing.

I. Isolate metal from dissimilar metal with 2 coats of specified asphaltic paint, sealer tape or other approved coating, specifically made to stop electrolytic action. Use only stainless steel fasteners to connect isolated dissimilar metals.

J. Joints, fastenings, reinforcements and supports: Sized and located as required to preclude distortion or displacement due to thermal expansion and contraction. Conceal fastenings wherever possible.

K. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.

L. Flexible Flashing Installation:

1. Prime substrates as recommended by flexible flashing manufacturer and allow to dry.

2. Install flexible flashings in maximum feasible lengths to minimize lap joints.

3. Peel release paper from roll to expose rubberized asphalt and position flashing to center over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the opening. Avoid fishmouths.

4. Press flashing firmly into place with heavy hand pressure. Ensure continuous and intimate contact with substrate.

5. If wrinkles develop, carefully cut out affected area and replace as outlined above.

M. Apply plastic cement compound between metal flashings and felt flashings.

N. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

O. Seal prefinished metal joints watertight.

P. Solder other metal joints for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water.

Q. Install roof drains per manufacturer’s recommendations.

R. Repair and replace damaged Work, or Work of poor or unacceptable workmanship, as determined by the industry standards cited, or as determined to be in non-conformance with the project plans, specification and details.

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Division 07 – Thermal & Moisture Protection
Grace Hudson Museum Re-Roof
Flashing & Sheet Metal 07620 Page - 7

3.4 FIELD QUALITY CONTROL
A. Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements. Manufacturer’s representative shall inspect the work a minimum of 2 days per work week.

B. Tolerances

1. Exposed surfaces: Free of dents, scratches, abrasions, or other visible defects; clean, ready for painting.

2. Set flashings and sheet metal to straight, true lines with exposed faces aligned in plane as indicated.

3.5 SHOP FABRICATED SHEET METAL
A. Installation Contractor shall be responsible for determining all sheet metal systems are in conformance with the project and roof manufacturer's plans, drawings and details.

B. Metal work shall be shop fabricated to configurations and forms in accordance with recognized sheet metal practices.

C. Hem exposed edges.

D. Angle bottom edges of exposed vertical surfaces to form drip.

E. All corners for sheet metal shall be lapped with adjoining pieces fastened and set in sealant.

F. Joints for gravel stop fascia system, cap flashing, and surface-mount counterflashing shall be formed with a 1/4" opening between sections. The opening shall be covered by a cover plate or backed by an internal drainage plate formed to the profile of fascia piece. The cover plate shall be embedded in mastic, fastened through the opening between the sections and loose locked to the drip edges.

G. Install sheet metal to comply with Architectural Sheet Metal manual, Sheet Metal and Air Conditioning Contractor's National Associations, Inc.

PART 4 - OWNER SUPPLIED MATERIALS

4.1 MATERIAL QUANTITIES
A. Contractor must include in their base bid any additional materials to complete the roofing project. Contractor must provide all labor to install owner-supplied materials as part of their bid. All materials not specifically included in the owner-supplied materials section will be the responsibility of the contractor to provide and install in compliance with sections 07220, 0741 and 07620. Freight charges of Owner supplied materials will be the responsibility of the Owner. Contractor must take delivery of materials, properly cover and store at jobsite or their shop. Contractor must be able to provide certification in writing from roof system manufacturer that the contractor is approved to install the specified roof system and provide all warranty requirements of sections 07410 and 07620. The Owner will supply the materials and quantities as listed in section 01640.

END OF SECTION

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SHOP DRAWING SUBMITTAL

INSTALLATION SUPPORT PACKAGE
8 1/2” x 11” spiral bound attachment
● (SC) Panel System Components Tab
● (PS) Panel System Installation Support Tab
● (RA) Roof Application Support Tab
● (FT) Field Transition Support Tab

ARCHITECTURAL REVIEW
CUSTOM ENGINEERED 11” X 17” SHOP DRAWINGS
DEVELOPED SPECIFICALLY FOR THIS PROJECT’S

DESIGN CONCEPT & REVIEW
● START AT THE YELLOW SECTION TAB ●
Provided by:

The Garland Company, Inc.

Manufacturer of High Performance Roofing and Building Envelope Solutions 4648 S. Old Peachtree Road | Norcross, GA 30071 · Phone: (770) 908-1030 | (800) 949-7637 · Fax: (770) 908-2264 · www.garlandco.com

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FINISH SPECIFICATIONS: FOR REVIEW ROOF PANEL: R-MER SPAN

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INSTALLATION SUPPORT TAB
(RA) ALL ROOF DIMENSIONS MUST BE FIELD VERIFIED FOR REVIEW INSTALLATION SUPPORT TAB (RA) INSTALLATION SUPPORT TAB(RA) INSTALLATION SUPPORT TAB (RA) INSTALLATION SUPPORT TAB(RA) INSTALLATION SUPPORT TAB (RA) INSTALLATION SUPPORT TAB(RA) INSTALLATION SUPPORT TAB (RA) INSTALLATION SUPPORT TAB
(RA) INSTALLATION SUPPORT TAB
(RA)

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INSTALLATION SUPPORT TAB
(SC) INSTALLATION SUPPORT TAB(PS)INSTALLATION SUPPORT TAB (SC) INSTALLATION SUPPORT TAB
(SC) INSTALLATION SUPPORT TAB INSTALLATION SUPPORT TAB(PS) (SC) INSTALLATION SUPPORT TAB
(SC) INSTALLATION SUPPORT TAB
(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB(SC) INSTALLATION SUPPORT TAB (SC) INSTALLATION SUPPORT TAB
(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB (PS) INSTALLATION SUPPORT TAB
(PS) INSTALLATION SUPPORT TAB
(SC) INSTALLATION SUPPORT TAB
(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB (SC) INSTALLATION SUPPORT TAB(PS)INSTALLATION SUPPORT TAB (SC) INSTALLATION SUPPORT TAB
(SC) INSTALLATION SUPPORT TAB
(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB(PS) INSTALLATION SUPPORT TAB(SC) INSTALLATION SUPPORT TAB (SC) INSTALLATION SUPPORT TAB INSTALLATION SUPPORT TAB(PS) (SC) FOR REVIEW ONLY- ONLY- PROTECT PAINT FINISH

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NO. C-014042
8/22/2021

THOMASHISE

LICENSED ARCHITECT

STATE OF CALIFORNIA

PRINTER TRIM SHEET AFTER STAPLING INTO DRAWING SET
7 / 27 / 2020
DATE

REVISIONS
A1.1
PAGE
5 DRAWING SYMBOLS 1 SHEET INDEX
2 PROJECT DATA

DESCRIPTION OF WORK
8 VICINITY MAP 4 SCHEMATIC SITE PLAN
Scale: 1" = 50'-0"
N

MAIN STREET

GRACE HUDSON
HOME
"EXT'G GARAGE
GARDEN

PARKING

ENTRY DRIVE

MUSEUM RE-ROOF

PROJECT

WALL WITH WINDOW

WALL WITH DOOR

FACE-OF-STUD TO FACE-OF-STUD

FACE-OF-STUD TO CENTER LINE OF STUD

FACE-OF-STUD TO FACE OF FINISH

PARTIAL HEIGHT WALL

NEW WALL

MASONRY / CONC WALL

DEMO EXIST'G WALL
#
#
#
#
#
#
#
#
#

HIDDEN LINE (BELOW OR ABOVE)

GRID LINE
DETAIL CUT w/ DRW'G & PAGE
SECTION ELEVAT'N w/ DRW'G & PAGE
SECTION CUT w/ DRW'G & PAGE
ELEVATION VIEW w/ DRW'G & PAGE

DATUM LINE / POINT
ACCESSIBLE or EXIT'G PATH

EXIST'G WALL

CONTACT
Project Name Grace Hudson Museum / Re-Roof
Project Address 431 South Main Street
Ukiah, CA 95482
APN 002–281–26 & 27
Zoning PF-Public Facility
Permitting Agency City of Ukiah / Building & Code Enforcement Services 300 Seminary Avenue Ukiah, CA 95482
Phone: (707) 463–6206

CODE ANALYSIS
Building Code Edition CBC 2019
Construction Type Type V-B Sprinklers (Built as V-N w/ Sprinklers) Roof Rating Class "A"
Energy Compliance Nonresidential Compliance Manual 2019 Building Envelope – Addt'ns & Altert'ns

Page 3 ends

(100%) Replacement & o/ (2,000) sqft
R14 for Climate Zone 2
"E" Roof Data
Exposed Deck Area
(4" ave) below metal R-0.9
Vapor Barr R-0.2
(1/2") Plywd R-0.6
(3/4") Air Space R-0.8
(2") R-10
(3") Wood-Lock Deck R-3.5
R-15.2
Roof w/ Attic Fiberglass Batt R-30

UTILITY & SUPPORT
Fire District Ukiah Valley Fire Protection District (707) 462–2918 School District Ukiah Unified School District (707) 472–5000 Utilities City of Ukiah Utilities Department

BUILDING DATA
"E" Building Area
First Floor (~11,137) sqft
Re-Roof Area (~14,144) sqft (Contractor to Verify)

DEFERRED SUBMITTALS
Deferred Submittal 1. Insulation Upgrade by Apperson Energy

2. Wind Calculation for Fasteners by D. Jankovski PE

3. Metal Roofing Shop Drawings by Contractor

COST DATA
Architect's Estimate $390,000

PLUMBING FIXTURE DATE

EXIST'G REMOVED NEW ADDED
Water Delivery Fixture (0) (0)

ATTACHMENTS
(n/a)

DRAWING SHEETS
A1.1 PROJECT DATA
A1.2 PROJECT PHOTOS
A1 ROOF PLAN, BLDG SECTIONS, & DETAILSs
The "Work" of this Project is summarized as follows:

The Museum has a "Cor-Ten" Burmuda style metal roof system that is now (35) years old, and has started to leak. The decision has been made to remove that roof, and replace it with a traditional standing seam metal roof, which includes a proven compliment of reliable and time-tested attachment and trim components.

The Museum's was built on the grounds of Grace Hudson's residence, and houses a priceless and irreplaceable collection of her art and artifacts of the Pomo people who made this land their home.

The City of Ukiah is expecting the highest level of craftsmanship and expertise, and who can bring both to bear on this project. Also, if possible, to execute the work early this Fall.

1. Remove the existing roofing, palatize and secure the Cor-Ten panel components and make ready for the re-use by others. The actual short term storage will be the Museum parking area, and will be coordinated between the Contractro and the Architect in consultation with the Museum staff.

The Museum is currently not open to the public, and staff are working from home.

2. Recon and repair any fungus rot or water damaged to the building as needed. This work will be on a time and materials basis, and is further described in the Bidding Docs. Also, the Contractor will make all other repairs and additions to accomodate the new roofing system, including fascia and related building trim and flashings.

3. Prep the roof deck and install the weather barrier.

4. The Contractor will also coordinate with other Owner contracted trades, including insulation, and and attic ventilation.

5. The Contractor will need to supply support items to accomodate workmen, such as restrooms, as maintaining the Museum security is of upmost concern.

6. The Contractor is contractually bound to make available all workman and materials, and proceed to completion except during rain days.

7. The Bid Docs will specify the schedule for pre-construction meetins, responding to Contractor's questions, Bids due date, insurance requirements, selection criteria for evaluating Bids and Contractor's, and other Bidding and Contractual requirements. 7

Page 390 of 460 ends

5 ENTRY BEAM & FASCIA DETAIL
8 EAVE SOFFIT DETAILS
6 7 WEST GABLE FASCIA DETAIL
NO. C-014042
8/22/2021

THOMASHISE

LICENSED ARCHITECT

STATE OF CALIFORNIA

PRINTER TRIM SHEET AFTER STAPLING INTO DRAWING SET
DATE

REVISIONS
A1.2
PAGE
7 / 27 / 2020

EAST GABLE FASCIA DETAIL
1 SOUTH ENTRANCE
4 NORTH GABLE
2 EAST GABLE
3 WEST GABLE

Page 391 of 460 ends

N
048
NO. C-014042
8/22/2021
THOMAS
HISE

LICENSED

ARCHITECT

STATE OF

CALIFORNIA

CLIENT & PROJECT ARCHITECTURAL TEAM

REVISIONS
A1
7 / 27 / 2020
PAGE
DATE THOMAS HISE ARCHITECTS / BUILDER 580 Vichy Hills Drive Ukiah, CA 95482 Phone: 707 / 744-1921 Lic#: C14042 & B369767 e-mail: [email protected]
CITY OF UKIAH / GRACE HUDSON MUSEUMRe-Roof & Misc Repairs431 South Main Street Ukiah, CA 95482 NOTE: USE THIS DETAIL FOR ALL BEAM ENDS, AND ADJUST SIZE ACCORDINGLY. SUBMIT SHOP DRAWINGS TO ARCHITECT

FOR REVIEW AND APPROVAL PRIOR TO FABRICAT'N &
INSTALLAT'N.
4 A1

TYPICAL ALL
1 ROOF PLAN
Scale: 1/8" = 1'-0"
3 GABLE END FASCIA REPLACEM'T
Scale: 1/4" = 1'-0"
2A SCHEMATIC VAULTED BLDG SECTION
Scale: 1/8" = 1'-0"
2B SCHEMATIC VAULTED BLDG SECTION
Scale: 1/8" = 1'-0"
6:12
6:12
5:12
5:12
(E)
(E)
(E)
(E)
~5.5:12
(NEW)
~5.5:12
(NEW)

BEAM END FLSH'G DETAIL
SCALE: 1"=1'-0"
4 SIDE
END

BOTT BM FLSH'G W/

HEM'D FLANGE
12" ~12"
45 1/2"
3 1/2" 1 1/2"
1 1/2"

SIDE FLSH'G W/ HEM'D

EDGE & POP RIVIT

TOP BM FLSH'G W/ DRIP

EDGE W/ HEM'D EDGE

WRAP SIDE & BOTT BM W/

BITUTHANE MEMBRANE

WRAP CAP FLSH'G O/ SIDE FLSH'G

W/ BITUTHANE MEMBRANE
(24) GA GALV SHT MET SIDE FLASH'G
(24) GA GALV SHT MET CAP FLASH'G

SAW CUT FASCIA ASSEMBLY TO ACCOMDATE

BITUTHANE, SIDE, & CAP FLASH'G & SET IN

POLY URATHANE CAULK
"E" BM END "E" 2X WD DECK'G
(VERIFY)

END FLSH'G W/ HEM'D EDGE
& POP RIVIT TO SIDE FLSH'G

END FLSH'G W/ HEM'D

EDGE & POP RIVIT TO

SIDE FLSH'G
NEW (4X) FASCIA TO REFLECT NEW ROOF
PITCH W/ ON-SITE FITTING NECESSARY.

CONTRACTOR TO MOCK-UP FOR ARCHITECT

REVIEW & APPROVAL
LINE OF "E" MIX'D ROOF PITCH
~30'-7"
12'-0" 24'-0" 12'-0"
4'-0"
48'-0"
48'-0"
48'-0"
48'-0"
38'-4"
48'-0"
78'-4 1/2"
56'-0"
14'-6"
VALLEY
VALLEY
VALLEY
VALLEY

RIDGE RIDGE
RIDGE
RIDGE
EXT'G ASSEMBLY: (1/2") CDX PLYWD O/ (2 11/16") WOOD BATTENS @ (24") OC (PARELEL TO RIDGE), W/ AIR SPACE & (2") POLY FOAM IN CAVITY, O/ (3/8") CDX PLYWD, ALL O/ (3X8) EXPOSED WD DECK'G NEW STAND'G SEAM METAL ROOF'G SYSTEM SUPPORTED ON HATCHANNELS @ (48") OC (PARA TO RIDGE), O/ (1/4") DENS BD, O/ "BITUTHANE TYPE" PEAL & STICK MEMBRANE, O/ "E" DECK'G. ADJUST

PLANE HT WITH PLT SHIMPS & VARITY HT PANEL CLIPS
12 6 (E)

26.5 12 22.5
5 (E)
12 24.5
~5.5 (NEW)
"E" COPPER GUTTER &

RAIN LEADER SYSTEM
EXT'G ASSEMBLY: (1/2") CDX PLYWD O/ (2X) WOOD TRUSSES @ (24") OC (PERP TO RIDGE),
NEW STANDING SEAM METAL ROOF'G SYSTEM SUPPORTED BY HATCHANNELS @ (48") OC (PARA TO RIDGE), O/ (1/4") DENS BD, O/ "BITUTHANE TYPE" PEAL & STICK MEMBRANE, O/ (E) TRUSS SYSTEM.

ADJUST PLANE HT WITH PLT SHIMPS & VARITY HT PANEL CLIPS "E" COPPER GUTTER &

RAIN LEADER SYSTEM
12'-0" 12'-0" 12'-0" 12'-0"
PLTS
RIDGE
~21'-0"
FLR
PLTS
RIDGE ~9'-0"
~21'-0"
12'-0" 12'-0" 12'-0" 12'-0"
FLR
~9'-0"
(~ 7")

NEW STAND'G SEAM MET ROOF'G, INCLUD'G VENT'

RIDGE & EAVE, GUTTER & RAIN LEADER SYSTEM,
& ALL ATTACHM'TS PER MFGR'S APPROV'D SPECS

HAT CHAN & PANEL CLIPS, INCLUD'G SHIM PLTS

AS NEEDED FOR FASTN'G & NEW SLOPE

WATER TIGHT BITUTHANE TYPE PEAL & STICK, W/

LAP & ATTACHMENT PER MRGR'S APPROV'E SPECS

EXIST'G PLYWD ROOF'G & DECK SYSTEM

LOW SLOPE BUILT-UP ROOF BELOW
INSPECT & NOTIFY OWNER IF REPLACEM'T NEED'S

AREA OF EXIST'G VAULT'D ROOF STRUCTURAL SYSTEM

EXTREME CARE IS REQUIR'D TO AVOID FASTENERS FROM
PENETRAT'G THROUGH EXPOS'D DECKING BELOW.
2A
A1
2B
A1
SEE

ALL OTHER ROOF AREA OVER ATTIC TYPICAL
SEE
4'-0"
5'-6"
12 6 (E)

26.5 12 22.5
5 (E) 24.5
~5.5 (NEW)
(~ 7")
12 4'-0"
4'-0"

Page 392 of 460 ends

{00245263.1} 52 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

This offer shall be irrevocable for a period of sixty (60) days after the date on which bids are opened.

The Bidder shall set forth for each item of Work, in clearly legible figures, an item price and a total for the item in the respective spaces provided for this purpose in the Bidding Schedule.

San Francisco Roofing
Services, Inc. 628-444-3610 2115 Jennings st San Francisco CA 94124 2115 Jennings st San Francisco CA 94124 1047655 12/31/2024 C-39 1000063028 ATTACHMENT 2

Page 393 of 460 ends

{00245263.1} 53 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

The names of all persons interested in the foregoing Proposal as Principals, are as follows:
______________________________________________________________________.

If SOLE OWNER, sign here:

I sign as sole owner of the business named above:
_____________________________________________________________________________ If PARTNERSHIP, one or more partners sign here:

By
Signature of Authorized Official*

Title

Typewritten or Printed Name
By
Signature of Authorized Official*

Title

Typewritten or Printed Name
If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*

Title

Typewritten or Printed Name

Signature of Authorized Official*

Title

Typewritten or Printed Name
San Francisco Roofing Services, Inc. California Manuel Avila Jr. Secretary Page 394 of 460 {00245263.1} 54 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract *If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to the City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

Page 395 of 460 ends

{00245263.1} 55 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

BIDDING SCHEDULE
Bidders are directed to submit firm unit and lump sum prices for all Work set forth in the Contract Documents on this Bidding Schedule.

1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;

2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.

Lowest bid will be based on the lowest Base Bid.

Page 396 of 460 ends

{00245263.1} 56 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract NAME OF BIDDER:

SPEC #: 23-05
PROJECT NAME: GRACE HUDSON MUSEUM ROOF REPLACEMENT

BASE BID
ITEM
NO. DESCRIPTION UNIT OF MEASURE QUANTITY PRICE
1 Provide all necessary equipment, materials, labor and fees for roof replacement LS 1 $__________________________ 450,000.00 San Francisco Roofing Services, Inc.

Page 397 of 460 ends

{00245263.1} 57 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

Page 399 of 460 ends

{00245263.1} 59 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.

SUBCONTRACTOR
NAME

SUBCONTRACTOR

LICENSE NUMBER

SUBCONTRACTOR
DIR

REGISTRATION
NUMBER

SUBCONTRACTOR

BUSINESS

ADDRESS

PORTION/ TYPE

OF WORK

N/A

Page 401 of 460 ends

{00245263.1} 61 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

STATEMENT OF EXPERIENCE OF BIDDER
The Bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of its experience, skill and business standing and its ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ SEE NEXT PAGE Page 402 of 460
Job Number Job Name Location Start Date End Date Value Stop Notice Filed Lawsuits? Liquidated Damages? Owner GC GC Contact Name Contact Number Contact Email Description 1905 Bayside Academy 2025 Kehoe Ave, San Mateo, CA 94403 8/19/2019 4/10/2021 $ 507,000.00 No No No San Mateo-Foster City School District Rodan Builders Andrew Christensen (415) 971-2739 [email protected] Metal Roof 1907 Ukiah Fire Station 1500 S State St, Ukiah, CA 95482 9/16/2019 9/4/2021 $ 127,000.00 No No No City of Ukiah SF Roofing 1909 Unviversity Mound 411 University St, San Francisco, CA 94134 5/8/2019 5/26/2019 $ 27,600.00 No No No City of San Francisco Garland Jay Mulligan (415) 684-5898 [email protected] Maintance/Cleaning 1910 PGE Vault 6/27/2019 7/27/2019 $ 12,436.00 No No No PG&E SG Engineering Sonny Silao (415) 466-6480 [email protected] Water proofing Miradri 1911 Monte Rio Elementary 20700 Foothill Dr, Monte Rio, CA 95462 6/3/2019 9/28/2019 $ 492,432.00 No No No Monte Rio Union School Distrcit DBS Garland Vince Harper (209) 712-8780 [email protected] Metal Roof/Shingles 1912 War Memorial Gym 6655 Mission St, Daly City, CA 94014 6/3/2019 6/22/2019 $ 69,500.00 No No No Garland Jay Mulligan (415) 684-5898 1913 Walter Hays & Duveneck Roof Restoration Project 1525 Middlefield Rd, Palo Alto, CA 94301 6/16/2019 7/27/2019 $ 69,020.00 No No No Palo Alto Unified School District SF Roofing Adam [email protected] 1914 SF Westside Recycle 1 Overlook dr San Francisco CA 6/27/2021 No No No JMB Construction Colin Larkin 650-267-5292 Hot Asphalt 1915 Sam Jones Halll, Pump Station 4, Pump Station 13 4020 Finley Ave, Santa Rosa, CA 95407 9/16/2019 12/11/2021 $ 877,800.00 No No No Arntz Builders Dave Arntz 707-835-2900 Metal Roof/Torch Roof 1916 Borel Middle School 425 Barneson Ave, San Mateo, CA 94402 6/7/2020 1/2/2021 $ 591,356.00 No No No Beals Martins Marnie Amongol 650-556-5884 [email protected] Metal Roof/ TPO Roof 1917 Fire Station 92 Daly City 18 Bepler St, Daly City, CA 94014 7/21/2019 8/11/2019 $ 33,400.00 No No No City of Daly City SF Roofing Jeffrey Fornesi 650-991-5752 [email protected] Copings 1920 University Mound #2 411 University St, San Francisco, CA 94134 12/1/2019 12/7/2019 $ 10,000.00 No No No Garland Jay Mulligan 415-684-5898 [email protected] Power Washing 1921 Midpeninsula Open Regional Office 5050 El Camino Real, Los Altos, CA 94022 7/12/2020 12/18/2021 $ 195,820.00 No No No Agbayani Cesar Tomas 408-915-8346 [email protected] Metal Panels and Metal Siding 2022 Daly City City Hall 333 90th St, Daly City, CA 94015 1/23/2020 $ 3,758.16 No No No City of Daly City SF Roofing Jeffrey Fornesi 650-991-5752 [email protected] Flashing in equipment 2024 Pacifica District Office 375 Reina Del Mar Ave, Pacifica, CA 94044 4/20/2020 $ 2,950.00 No No No 2025 Marina Middle School 3500 Fillmore St, San Francisco, CA 94123 4/19/2020 2/12/2022 $ 614,300.00 No No No SFUSD Arntz Builders JP Vanzee 707-835-2900 [email protected] New Single ply Roof 2026 Muni Roebuck 12/17/2019 8/22/2020 $ 7,690.00 No No No Roebuck Ruairi Murphy 415-255-1506 [email protected] Gutters, Window Flashing 2027 Alternative Education High School 860 Hinckley Rd, Burlingame, CA 94010 1/3/2021 1/21/2021 $ 96,000.00 No No No Rodan Builders Andrew Christensen 415-971-2739 [email protected] Metal Roofs 2028 Carlmont High School 1400 Alameda de las Pulgas, Belmont, CA 94002 5/3/2020 5/14/2020 $ 25,500.00 No No No Sequoia HSD SF Roofing Jay Newman [email protected] Patch in Conduits 2029 Petaluma Jr. High School 700 Bantam Way, Petaluma, CA 94952 4/26/2020 7/2/2020 $ 398,500.00 No No No Petaluma City SD SF Roofing Lisa Dais 707-763-5600 [email protected] Single Ply Roof 2030 James Ranch 19050 Malaguerra Ave, Morgan Hill, CA 95037 5/17/2020 6/4/2020 $ 23,700.00 No No No Agbayani Cesar Tomas 408-915-8346 [email protected] Two ply Torch repair work 2031 Novato High School 625 Arthur St, Novato, CA 94947 6/28/2020 1/7/2021 $ 491,000.00 No No No Grey Stone West Shane Copeland 707-933-0624 [email protected] Shingle Roof, TPO roof 2032 Fire Station 37 No No No
2033 EPA Charter School 1286 Runnymede St, East Palo Alto, CA 94303 6/14/2020 8/27/2020 $ 505,000.00 No No No Telacu Construction Management Norine Bruno 714-541-2390 [email protected] Metal Roof and Single Ply 2034 250 Baldwin Ave 250 Baldwin Ave, San Mateo, CA 10/4/2020 (Still Active) $ 1,400,000.00 No No No Zone 4 Construction Ricardo Espinoza 650-873-0344 [email protected] Wall Panels 2035 Sonoma Clean Water 741 4th st Santa Rosa CA 6/21/2020 7/9/2020 $ 10,800.00 No No No Agbayani Cesar Tomas 408-915-8346 [email protected] Flashing in new units 2036 South East Water 750 Phelps St, San Francisco, CA 94124 1/23/2022 7/7/2022 $ 92,500.00 No No No BCI Eric Van Slyke 510-557-9617 [email protected] Two ply Asphalt roof 2037 Sheridan Elementary School 431 Capitol Ave, San Francisco, CA 94112 9/13/2020 11/11/2021 $ 66,000.00 No No No Wickman MJ Tacoban 415-239-4500 [email protected] Install new metal flashings 2038 Western Motel 9/27/2020 10/15/2020 $ 21,000.00 No No No Sbay Friday Ignacio 408-490-4390 [email protected] Fix Leaks 2039 F St Pump Station 3455 Van Ness Ave, San Francisco, CA 94109 8/30/2020 9/24/2020 $ 46,800.00 No No No City of Daly City SF Roofing Joshua Cosgrove [email protected] 2 ply Modifued roof 2040 Marina Middle School Repairs 3500 Fillmore St, San Francisco, CA 94123 8/23/2020 10/15/2020 $ 60,332.00 No No No Garland Jay Mulligan 415-684-5894 [email protected] Remove wet areas and install like kind roof 2041 Sonoma County Fire Station #8 6161 Bennett Valley Rd, Santa Rosa, CA 95404 10/18/2020 1/7/2021 $ 81,000.00 No No No Garland Vince Harper (209) 712-8780 [email protected] Metal Panels 2042 Clear Lake (Yuba City Community College) 15880 Dam Rd Ext, Clearlake, CA 95422 11/29/2020 5/14/2021 $ 43,000.00 No No No DBS Garland Vince Harper 209-712-8780 [email protected] Repair metal panels 2043 Garden Village School 208 Garden Ln, Daly City, CA 94015 11/1/2020 11/20/2020 $ 3,200.00 No No No Galeb Paving Lee Pellicciotti 408-253-4747 [email protected] Patch conduits 2144 Windsor Middle School 9500 Brooks Rd S, Windsor, CA 95492 1/17/2021 9/23/2021 $ 412,000.00 No No No DBS Garland Vince Harper 209-712-8780 [email protected] Two ply torch system 2145 St Francis SQ Apartments 10 Bertie Minor Ln #2, San Francisco, CA 94115 1/3/2021 1/14/2021 No No No 2146 Silicon Valley Clean Water 1400 Radio Rd, Redwood City, CA 94065 2/28/2021 3/11/2021 $ 16,000.00 No No No DBS Garland Adam Faville 408-332-2504 [email protected] Install new gutter 2147 SLVSD Gutters 3/21/2021 5/20/2021 $ 40,200.00 No No No SLVUSD John Bergquist 831-335-3465 [email protected] Install new gutters 2148 Harbor Shelter 295 N Access Rd, South San Francisco, CA 94080 4/11/2021 4/22/2021 $ 2,726.55 No No No Rodan Builders Matthew Walker 650-508-1700 [email protected] Install flashing 2149 Konocti School District 9430 B Lake St. Lower Lake, CA 95457 5/23/2021 12/2/2021 $ 554,500.00 No No No DBS Garland Vince Harper 209-712-8780 [email protected] New Asphalt roofing system 2150 Old Adobe Elementary 2856 Adobe Rd, Petaluma, CA 94954 6/6/2021 12/16/2021 $ 540,000.00 No No No DBS Garland Vince Harper 209-712-8780 [email protected] New Metal Roof 2151 Hillsdale Pavers 60 31st Ave, San Mateo, CA 94403 4/18/2021 2/24/2022 $ 23,220.00 No No No Zone 4 Construction Ricardo Espinoza 650-873-0344 [email protected] Pavers 2152 Alexander Rose Elementary School 250 Roswell Dr, Milpitas, CA 95035 5/16/2021 9/30/2021 $ 736,000.00 No No No Kitchell CEM Stephen Goltiao 408-483-4267 [email protected] New single ply roof and new coating roof 2153 Potrero Hills 953 De Haro St, San Francisco, CA 94107 8/15/2021 11/24/2021 $ 79,000.00 No No No Potrero Hill Neighborhood House Edward Hatter 415-826-8080 [email protected] New Shingle Roof 2154 Burbank Hall SRJC 1501 Mendecino ave Santa Rosa CA 5/2/2021 11/4/2021 $ 60,800.00 No No No DBS Garland Vince Harper 209-712-8780 [email protected] New Copper gutters 2155 Bayside Noise Migration 2025 Kehoe Ave, San Mateo, CA 94403 4/10/2021 $ 32,000.00 No No No Garland Jay Mulligan (415) 684-5898 [email protected] Repair Work 2156 Crane Cove Park 18th street and, Illinois St, San Francisco, CA 94107 8/1/2021 7/7/2021 $ 201,000.00 No No No Wickman Jorge Flores 415-239-4500 [email protected] New Hot Asphalt Roof 2157 Oceana High School 401 Paloma Ave, Pacifica, CA 94044 8/1/2021 11/4/2021 $ 22,500.00 No No No Rodan Builders Matthew Walker 650-508-1700 [email protected] Patch in new conduits 2158 Ambassador Hotel 55 Mason St, San Francisco, CA 94102 3/6/2022 In Progress $ 348,000.00 No No No D+H Construction Alvin Saechao 628-254-4599 [email protected] New Single ply Roof 2159 Marina Library 3500 Fillmore St, San Francisco, CA 94123 9/26/2021 2/17/2022 $ 160,000.00 No No No Buhler Commercial Eric Skyta 415-610-8650 [email protected] Repair perimeter roofing 2160 299 s Hill Blvd 9/5/2021 9/23/2021 $ 8,140.00 No No No Zach Eisenberg (Residential Home) [email protected] Home roof repairs 2161 Konocti Repairs 9430 B Lake St. Lower Lake, CA 95457 7/11/2021 9/23/2021 $ 53,600.00 No No No Climatec Laurie O'Brien 510-954-5652 [email protected] Flash in new units 2162 Mary Elizabeth Inn 1040 Bush St, San Francisco, CA 94109 11/28/2021 4/14/2022 $ 150,000.00 No No No Mary Elizabeth Inn SF Roofing Dion Roberts 415-673-6768 [email protected] Install new two ply roofing system 2163 Hudson Park 10/10/2021 10/21/2021 $ 3,117.13 No No No Ukiah City 2164 Ukiah Water Treatment Plant 935 River St, Ukiah, CA 95482 11/7/2021 2/17/2022 $ 56,500.00 No No No Ukiah City Mary Williamson 707-467-5777 [email protected] Flood Coat on metal roof 2165 Mckinely ES 701 Paloma Ave, Burlingame, CA 94010 10/17/2021 10/28/2021 No No No 2166 Fox Tail Golf Course 100 Golf Course Dr, Rohnert Park, CA 94928 11/7/2021 4/21/2022 $ 175,200.00 No No No Rohnert Park SF Roofing Terrie Zwillinger 707-588-3331 [email protected] Install new two ply roofing system 2167 Live Oak 10/31/2021 11/24/2021 $ 24,500.00 No No No Live Oak School District Chip Odom [email protected] New gutters and repair Metal roof 2168 Shotwell 10/24/2021 1/20/2022 $ 5,950.00 No No No Zone 4 Construction Ricardo Espinoza 650-873-0344 [email protected] Flashing in new curbs 2169 Oakland Wate Management 172 98th Ave, Oakland, CA 94603 2/20/2022 In Progress $ 7,500.00 No No No Oakland Waste Management Osvaldo Roof Repair 2170 Van Dyke Warehouse 11/14/2021 12/23/2021 $ 35,000.00 No No No David Eisenberg (Residential Home) [email protected] Roof Repair 2171 Terra Nova 1450 Terra Nova Blvd, Pacifica, CA 94044 No No No 2172 City Hall Rohnert Park 130 Avram Ave, Rohnert Park, CA 94928 12/5/2021 12/30/2021 $ 38,053.35 No No No City of Rohnert Park 2173 Fire Station 54 and 55 46 Castro Ave, San Rafael, CA 94901 7/17/2022 In Progress $ 42,800.00 No No No City of San Rafael Wickman Jorge Flores 415-239-4500 [email protected] New Metal Roof 2274 Alameda Creek 5/8/2022 Canceled $ 36,000.00 No No No Anvil Builders Ria Schwalbe 415-285-5000 [email protected] New Kemper roofing systme 2275 Jefferson ES 1725 Irving St, San Francisco, CA 94122 3/27/2022 4/7/2022 $ 52,000.00 No No No SFUSD SF Roofing Gioia Suplick [email protected] Coat metal roofs 2276 No No No
2277 San Mateo County Job Order 7/24/2022 $ 35,117.37 No No No San Mateo County Vernon Jones [email protected] 2278 Garfield ES 3600 Middlefield Rd, Menlo Park, CA 94025 5/15/2022 8/18/2022 $ 64,300.00 No No No Rodan Builders Andrew Christensen (415) 971-2739 [email protected] Install downspouts 2279 East Bay Mud 3/6/2022 3/24/2022 $ 11,500.00 No No No 2280 Tamalpais 3/13/2022 3/24/2022 $ 948.00 No No No
2281 South East Community Facilities 1800 Oakdale Ave, San Francisco, CA 94124 4/17/2022 5/5/2022 $ 46,500.00 No No No Buhler Commercial Eric Skyta 415-610-8650 [email protected] Gutters 2282 Fairlands PUSD 4151 W Las Positas Blvd, Pleasanton, CA 94588 7/31/2022 8/25/2022 $ 759,000.00 No No No Arntz Builders JP Vanzee 707-835-2900 [email protected] New Metal Roofs 2283 Analy High School 6950 Analy Ave, Sebastopol, CA 95472 6/5/2022 8/13/2022 $ 110,000.00 No No No WSCUHSD Jennie Bruneman [email protected] New Two ply Roofing system 2284 Westlake Mall 4/17/2022 6/2/2022 $ 36,000.00 No No No Zone 4 Construction Ricardo Espinoza 650-873-0344 [email protected] Flashing in new curbs 2285 E-Bay Building #5 2025 Hamilton Ave San Jose, CA 5/8/2022 7/7/2022 $ 255,500.00 No No No EBAY David Van Deren 408-697-0544 [email protected] Overlay single ply roofing system 2286 Landmark ES 235 Ohlone Pkwy, Watsonville, CA 95076 6/5/2022 In Progress $ 32,000.00 No No No PVUSD Ian Goldspink 831-786-2380 [email protected] Install new wall panels, new single ply roof 2287 Round Valley HS 76270 High School St, Covelo, CA 95428 6/26/2022 In Progress $ 810,000.00 No No No Kirby Construction Joe P 707-526-0880 [email protected] New Shingle roofs 2288 E-Bay Building #7 2025 Hamilton Ave San Jose, CA 5/29/2022 10/20/2022 $ 330,000.00 No No No EBAY David Van Deren 408-697-0544 [email protected] Overlay single ply roofing system 2289 Joaquin Miller Community Center 3594 Sanborn Dr, Oakland, CA 94602 8/29/2022 3/25/2023 $ 137,000.00 No No No City of Oakland Garland DBS Doug Clark [email protected] Shingle Roof 2290 Rainbow Rec Center 5800 International Blvd, Oakland, CA 94621 9/11/2022 In progress $ 39,400.00 No No No Garland DBS Doug Clark [email protected] Coating 2291 Hope Church 600 42nd Ave, San Mateo, CA 94403 8/14/2022 8/20/2022 $ 16,100.00 No No No 2292 Eastbay Dischargers Authority 2651 Grant Ave, San Lorenzo, CA 94580 10/23/2022 In Progress $ 226,500.00 No No No Garland DBS Doug Clark [email protected] 2 ply cold adhesive 2293 Scott House 10/9/2022 10/29/2022 No No No
2294 SRJC Building 600 5743 Skylane Blvd Santa Rosa, CA 10/23/2022 In progress $ 140,500.00 No No No Santa Rosa Junior College Garland DBS Vince Harper [email protected] Metal Roof 2295 Park Elementary School 411 Larchmont St, Hayward, CA 94544 Summer 2023 $ 935,000.00 No No No SF Roofing Brian Rasmussen 408-775-7501 Single Ply Roofing System 2296 Golden Gate Golf Course 902 47th Ave, San Francisco, CA 94121 TBD No No No 2297 Hayward Switch Gear 2024 No No No Blocka Construction 2298 Fire Department Work San Francisco Different Locations No No No San Francisco Fire Department 2299 Citrus Pumpstation No No No
23100 Mobile Kitchen No No No
23101 T&M Work Different Locations 1/8/2023 No No No

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23102 Marina Community Center 15301 Wicks Blvd, San Leandro, CA 94579 3/27/2023 In Progress No No No City of San Leandro Garland DBS Doug Clark [email protected] Roof Coating 23103 South City High School 400 B St, South San Francisco, CA 94080 TBD $ 81,500.00 No No No S.F. Unified School District SF Roofing Manny Avila [email protected] Tremco Torch System 23104 Rubecon Work TBD No No No Rubecon Builders Hot Asphalt 23105 Walnut Grove Elementary 1999 Harvest Rd, Pleasanton, CA 94566 TBD No No No Pleasanton Unified School District Artnz Builders JP Vanzee 707-835-2900 [email protected] Single Ply Roofing System 23106 Brookhill Elementary 1850 Vallejo St, Santa Rosa, CA 95404 TBD No No No Santa Rosa Elementary School District Wright Construction David Hamilton 707-843-0404 Torch Roofing System 23107 Haehl Pavilion SRJC Walter Haehl Pavilion, Bear Cub Way, Santa Rosa, CA 95401 TBD No No No Santa Rosa Junior College Garland DBS Vince Harper [email protected] Metal Roof and KEE roofing 23108

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{00245263.1} 62 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

NON-COLLUSION AFFIDAVIT
The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _______________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant)
Secretary
San Francisco
Roofing Services, Inc.
4/7/2023 San Francisco CA Page 405 of 460
{00245263.1} 63 Spec No. 23-05
Grace Hudson Museum Roof Replacement Negotiated Contract

DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ Explanation, if any:
x
San Francisco Roofing Services, Inc. Page 406 of 460
ATTACHMENT 3

Page 407 of 460 ends

Ukiah City CouncilAugust 16, 2023

Ukiah City Council
August 16, 2023