The graphic network diagram shall include for each activity, the description, activity number, the estimated duration in Days, and all activity relationship lines.
The network diagram shall be drawn for the early start of activities. All significant Submittals shall be scheduled along with manual Submittals and training on all large or critical pieces of equipment. If the precedence technique is utilized, the schedule project shall include a calendar in Work Days, a network report sorted by early start and a logic table report sorted by preceding Work item. If the arrow technique is utilized, the schedule report shall include a calendar in Work Days, a network report sorted by early start, a network report sorted by I-J numbers, and a network sorted by slack time and I-J numbers.
2. The critical path shall be shown on all reports and on the graphic network diagram. The activities which constitute the critical path shall be identified.
3. The mathematical analysis of the network diagram shall include a tabulation of each activity. The following information shall be furnished as a minimum for each activity:
(a) preceding and following event numbers
(b) activity description and number
(c) estimated duration of activities
(d) earliest start date (by calendar date) Not for Construction For Council Approval
GC - 6:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (e) earliest finish date (by calendar date)
(f) actual start date (by calendar date)
(g) actual finish date (by calendar date)
(h) latest start date (by calendar date)
(i) latest finish date (by calendar date)
(j) slack or float
(k) percentage of activity completed
4. The program shall be capable of accepting revised completion dates as modified by approved time adjustments and recomputations of all tabulation dates and float accordingly.
5. Submission and review of the system shall be as follows:
(a) The complete network analysis system, consisting of the detailed network mathematical analysis and network diagrams, shall be submitted within thirty (30) Days after receipt of the Notice to Proceed.
(b) The Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the Director. Any revisions necessary as a result of this review shall be resubmitted for review by the Director within ten (10) Days. When completed, the favorably reviewed schedule shall then be the schedule to be used by the Contractor for planning, organizing and directing the Work and for reporting progress. If the Contractor thereafter desires to make significant changes in its method of operating and scheduling, the Contractor shall notify the Director in writing stating the reasons for the change. (c) The Contractor shall submit at monthly intervals a report of the actual construction progress. Each monthly report shall cover a period of approximately thirty Not for Construction For Council Approval
GC - 6:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (30) Days ending around the 20th of each month. The monthly reports shall be submitted within ten (10) Days of the end of the reporting period.
(1) If the project is proceeding on schedule, the monthly update report may consist of a marked-up copy of the graphical network diagram. This submittal shall clearly indicate the status of any minor shifts in sequence or schedule and the estimated completion date or percent complete of all activities currently in progress. The Contract completion date shall also be indicated. The Contractor shall submit a narrative report relating to status of construction, the schedule, and factors which may affect the remainder of the schedule. The report shall show the activities or portions of activities completed during the reporting period. The report shall state the percentage of the Work actually completed and scheduled as of the report date and the progress along the critical path in terms of Days ahead or behind the allowable dates. (2) If, in the opinion of the Director, the project is behind schedule, the monthly report shall include a revised network diagram and/or mathematical analysis showing the Contractor's proposed revised schedule. An analysis of the effect that the delay has on progress along other paths shall also be included in the report. The Contractor shall also submit a narrative report with each updated analysis which shall include but not to be limited to a description of current and anticipated problem areas, delaying factors and their impact, and an explanation of corrective actions taken or proposed.
(3) Periodic report shall be submitted in sufficient copies to cover Contractor needs plus five (5) copies and an available electronic copy to be retained by the Director. Not for Construction
For Council Approval
GC - 6:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
6. To the extent that the favorably reviewed initial Construction Schedule, or revisions thereto, indicate anything not jointly agreed upon, it shall be deemed to be not favorably reviewed by the Director. Any omission of Work from the detailed schedule, otherwise required for Contract compliance, will not excuse the Contractor from completing such Work within any applicable completion date. The CPM schedule shall be generated by computer methods.
C. Schedule Review. Once each month, on a date mutually agreed upon, but no later than seven (7) business days after the monthly schedule progress report date, a Work Site meeting will be held to review the Construction Schedule and job progress. The Contractor shall also attend weekly meetings scheduled by the Director to review the progress of the Work in the preceding week and in the subsequent week, coordinate the Work with public agencies or other Contractors as required, and allow the Director to plan his or her activities for testing, inspection, etc.
D. Schedule Revisions. The conditions under which the Director will require revisions of the Construction Schedule include the following:
1. When delay in completion of any Work item or sequence of Work items results in an estimated extension of project completion by either twenty (20) business days or by ten percent (10%) of the remaining duration of time to complete the Contract, whichever is less.
2. When delays in Submittals or deliveries make replanning or rescheduling of the Work necessary.
3. When the schedule does not represent actual prosecution and progress of the Work. Not for Construction
For Council Approval
GC - 6:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
4. When any change to the sequence of activities, the completion date for major portions of the Work, or when changes occur which affect the critical path.
5. When Contract Amendments or a Change Order necessitates schedule revision, the Contractor shall submit a schedule analysis of all Change Order Work with its proposal.
E. Cash Flow Projection. A cash flow projection shall be submitted with the Construction Schedule. This cash flow projection shall be revised and resubmitted when revisions of the Construction Schedule will result in changes to the projected cash flow.
F. Schedules showing project completion dates earlier than specified in the Supplemental Conditions will be rejected unless justification can be provided for early completion.
6-1.05 SCHEDULE OF VALUES. Prior to preparation of the first estimate for a progress payment, the Contractor shall submit for favorable review by the Director a detailed Schedule of Values or cost breakdown of the Work under each bid item awarded. The breakdown will then become the basis for partial payment determination. Elements of Work shall be grouped by structure, pipeline, system, etc. Within each grouping, Work should be itemized by readily measurable quantities of Work complete in place. For example, concrete should be in units of cubic yards including form Work and reinforcing steel. Move-on costs, bond and insurance costs, and Overhead costs shall not be considered an item of cost for this purpose but shall be prorated over items of Work. In the event the Schedule of Values is not favorable reviewed by the Director, another Schedule of Values shall be submitted that is mutually acceptable to the Contractor and the Director. 6-1.06 CITY’S RIGHT TO STOP WORK. The Director shall have the Not for Construction For Council Approval
GC - 6:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] authority to order the Contractor, in writing, to suspend the Work wholly or in part, for such period as the Director may deem necessary due to the failure on the part of the Contractor to correct Work that is not in accordance with the requirements of the Contract Documents or if Contractor persistently fails to carry out Work in accordance with the Contract Documents.
The Contractor shall immediately comply with the written order of the Director to suspend the Work wholly or in part. The suspended Work shall be resumed when conditions are favorable and methods are corrected, as ordered or approved in writing by the Director.
Any stoppage of work under this section shall be at the Contractor’s sole expense, and the Contractor shall have no claim against the City based on the Contractor’s failure to perform the Work in accordance with the Contract Documents.
In addition to the City’s right to stop Work, the City may order the Contractor to submit to the City at no additional cost to the City, additional information concerning Contractor’s planned Work if the Contractor fails to promptly correct Work that is not in accordance with the requirements of the Contract Documents or persistently fails to carry out Work in accordance with the Contract Documents. The additional information ordered by the City may include, but is not limited to, preparation of Submittals or Working Drawings not otherwise required to be submitted under the Contract Documents.
In the event the City discovers that the Contractor has created an unsafe condition the City may arrange for other work forces to remedy the condition. Such remedial work shall be at the sole discretion of the City. If this action is required, the City may unilaterally terminate Work under the Contract, and will pay only for the quantities of Work actually performed, less the cost of the City’s remedial Work. In the event that Work is not halted, the Contractor must take immediate steps to correct the situation. There will be no extra payment for Work required Not for Construction For Council Approval
GC - 6:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] to correct unsafe conditions.
The right of the City to suspend the Work shall not give rise to a duty on the part of the City to exercise this right for the benefit of the Contractor or any other person or entity. This right shall be in addition to and not in restriction or derogation of the City’s other rights under the Contract Documents.
In the event of a suspension of Work under any of the conditions set forth in this Section 6-1.06, such suspension of Work shall not relieve the Contractor of its legal responsibilities as set forth in these General Conditions.
6-1.07 TIME OF COMPLETION. The Contractor shall complete the entire Work, including Installation, repairs, startup, troubleshooting, painting, and touchup, training, submittal or record drawings, and manuals, cleanup, demobilization, and all other Work within the number of Days set forth in the Supplemental Conditions. The time for completion includes an allowance for working time lost due to normal inclement weather.
Extensions of time may be allowed for unusual inclement weather under the provisions hereinafter described. Unusual inclement weather is weather which adversely affects “controlling” operations or the critical path of construction and which meets one of the following criteria:
A. For the particular calendar month in question, the number of individual Days with rainfall exceeding 0.10 inches exceeds the average number of such Days for that month over the immediately preceding five (5) years of record by at least three (3) Days.
B. For the particular calendar month in question, the total cumulative rainfall for that month exceeds the average cumulative rainfall for that month over the immediately preceding five (5) years of record by at least two inches (2”). Not for Construction For Council Approval
GC - 6:12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Rainfall shall be measured at a publicly operated, maintained, and reported station in reasonable proximity to the construction site. A claim for delay shall indicate the period of rainfall which is claimed as “unusual,” the specific dates during which the unusual rainfall and subsequent wet soil conditions prevented Work, and the specific critical path tasks adversely affected by such unusual weather. A claim for delay due to unusual inclement weather shall be filed within ten (10) Days of the apparent end of the unusual inclement rainfall period, whether or not the monthly totals are available at that time. The burden of proof that weather meets the criteria for unusual weather shall be solely the responsibility of the Contractor.
It is the responsibility of the Contractor to order materials required for the Work properly and promptly on a Notice to Proceed. If evidence presented demonstrates that, in spite of the Contractor's efforts, government-established priorities controls delay material deliveries, suitable extension of time will be made.
If performance of extra Work ordered by the City or failure of the City to provide the necessary site for Installation affects construction tasks which are “controlling” or which are on the “critical path” of the Construction Schedule, suitable extensions of time will be made.
The Contractor shall not be entitled to a time extension for delays in activities on non-critical paths of the favorably reviewed schedule unless the duration of the excusable delay exceeds the total float of the activities being delayed. If the duration of an excusable delay does exceed the total float of the activities affected by the delay, the Contractor shall be entitled to an extension equal to the difference.
C. Determination that a day is a non-working day by reason of inclement weather or conditions resulting immediately therefrom, shall be made by the Director. 6-1.08 LIQUIDATED DAMAGES. It is agreed by the parties to the Contract Not for Construction For Council Approval
GC - 6:13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] that in case all the Work called for under the Contract in all parts and requirements is not completed within the number of Days as set forth in the Supplemental Conditions, damage will be sustained by the City and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the Contractor will pay to the City, the monetary amount indicated in the Supplemental Conditions in dollars (U.S.) per day for each and every calendar day of delay in completing the Work in excess of the number of Days prescribed and the number of additional calendar days, if any, authorized by Contract Change Order; and the Contractor agrees to pay said Liquidated Damages herein provided for, and further agrees that the City may deduct the amount thereof from any moneys due or that may become due the Contractor under the Contract.
It is further agreed that in case the Work is not finished and completed in all parts and requirements within the number of Days specified, the City shall have the right to increase the number of Days or not, as it may deem best to serve the interest of the City, and if it decides to increase the said number of Days, it shall further have the right to charge to the Contractor, its heirs, assigns or sureties and to deduct from the final payment for the Work all of any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other Overhead expenses which are directly chargeable to the Contract, and which accrue during the period of such extension, except that cost of preparation of final statement shall not be included in such charges.
6-1.09 DELAYS AND EXTENSIONS TO THE WORK. The Contractor must complete all Work within the time specified in the Agreement. The Contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering Not for Construction For Council Approval
GC - 6:14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] and inspection for any delay in substantially completing the Work (or parts thereof) beyond the time set forth in the Agreement, provided that such delay was caused by unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include acts of public enemy, fire, floods, abnormal weather (as described below), earthquakes, epidemics, quarantine restrictions, strikes, labor disputes and freight embargoes, fire, changes made pursuant to the provisions of “Changes in the Work” under Section 3 of these General Conditions or acts or neglect of the City not contemplated by the Contract Documents.
In all cases, any extension of time is conditioned on the following:
1. That the cause is not due to the fault or negligence of the Contractor, and the Contractor has taken reasonable precautions to prevent and minimize the effects thereof; and
2. That the Contractor notifies the Director in writing within three (3) Days from the beginning of such delay specifying the nature of the delay and the measures that have been or will be taken to prevent or minimize the delay. Failure to submit written notice within this time period shall constitute an absolute waiver of any claim for a time extension.
No extension of time will be granted for a delay caused by a shortage of materials, unless the Contractor furnishes to the City documentary proof that it has diligently made every effort to obtain such materials from all known sources within reasonable reach of the work and further proof, as acceptable to the Director, that the inability to obtain such materials when originally planned did in fact cause a delay in Final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor’s operations. Only the physical shortage of material will be considered as a cause for extension of time, and no consideration Not for Construction For Council Approval
GC - 6:15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] will be given to any claim that material could not be obtained at a reasonable, practical or economical cost or price, unless it is shown to the satisfaction of the City that such material could have been obtained only at exorbitant prices entirely out of line with current rates, taking into account the quantities involved and the usual practices in obtaining such quantities.
No extension of time will be granted for a delay caused by Contractor’s staff turnovers, understaffing or insufficient quantity of qualified staff able to perform the necessary work.
The term “shortage of materials,” as used in this section, shall apply only to materials, articles, parts or equipment which are standard items and shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the Contract Documents.
No extensions of time will be granted for delays that have no measureable impact on the completion of the Work (or parts thereof) under the Contract Documents. When extensions of time are granted, they will be limited to the period equivalent to the actual number of Days lost on the critical path or controlling operations of the Construction Schedule, taking into account the extent to which that delay could be decreased by reasonable mitigation measures by the Contractor. All requests for extensions of time must be supported with a critical path analysis showing the critical path and impacts to it. Contractor’s failure to submit this analysis will be sufficient cause for denial of any request for a time extension.
Within a reasonable period of time after the Contractor submits the notice and information required by this section, the City will determine whether an extension of time is justified and, if so, the number of days for the extension.
Abnormal weather may be a valid basis for a time extension under the Agreement. “Abnormal Weather” occurs when the number of days of rain above 0.5 inches in a 24 hour Not for Construction For Council Approval
GC - 6:16
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] period exceeds the average for such rainfall in a particular month as determined by the National Weather Service. The Contractor will only be entitled to, at most, a time extension for the number of days of rain exceeding the average for that month in the locale where the Work is to be performed. If delays are caused by the Contractor or those for whom the Contractor is responsible, the Contractor will only be entitled to, at most, a time extension for the number of rain days exceeding the average for the month when the Work should have been performed.
In addition, before a time extension may be granted for abnormal weather, the Contractor must establish that the rain either significantly impacted at least sixty percent (60%) of the planned work of the controlling operations for a particular day or prohibited at least five (5) hours of work on the controlling operations planned for that day. Contractor shall employ reasonably methods to mitigate the impact of abnormal weather (i.e., dewatering, protection of site, etc.) The occurrence of rain during non-work hours or having minimal impact to work on the controlling operation shall not constitute a day of abnormal weather.
In the event that the project experiences favorable weather for a particular month (e.g., the number of actual rain days in a month less than that indicated above for allowable rain days per months), the additional float resulting from such favorable weather shall accrue to the project.
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 Not for Construction For Council Approval
GC - 6:17
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] provisions of “Changes in the Work” under Section 3 of these General Conditions 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 noncompensable when there are concurrent delays caused by the Contractor. Also, the 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, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes, and freight embargoes.
Contractor’s damages and/or additional compensation for delays will consist solely of the extended costs of maintaining the Contractor’s Work Site presence. The 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 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 (defined elsewhere in the Contract Documents) and Legal Holidays, during the existence of such delay, except that when rental of the equipment is paid for under the provisions in Section 3-1.06C, “Force Account Payment – Equipment,” of these General Conditions, no payment will be made for delays in accordance with the Not for Construction For Council Approval
GC - 6:18
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] provisions of this section.
Actual loss shall be understood to include no items of expense other than idle time of personnel, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment will be determined as provided in this section and compensation for idle time of personnel will be determined pursuant to Section 3-1.06A, “Force Account Payment – Labor,” of these General Conditions. No markup will be added in either case for Overhead and profit.
The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.
Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.
1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial payment has been made as provided in Section 7-1.07, “Progress Not for Construction For Council Approval
GC - 6:19
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.
2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general Not for Construction For Council Approval
GC - 6:20
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.
All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.
After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract. Not for Construction For Council Approval
GC - 6:21
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.
The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:
1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or
2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or
3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or
4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or
5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or
6. Abandons, assigns or sublets the Contract without approval of the City; or
7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the Not for Construction For Council Approval
GC - 6:22
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor; or
8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.
Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.
If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.
Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.
The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of Not for Construction For Council Approval
GC - 6:23
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.
The City will issue to the Contractor a written notice specifying that the Contract, or portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:
1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;
2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;
3. Remove equipment from the site of Work, as specified by the City;
4. Take such action as is reasonably necessary to protect materials from damage;
5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;
6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;
7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has been made by the City and (b) with bills of sale or other documents of title for such Not for Construction For Council Approval
GC - 6:24
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] materials;
8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.
To the extent directed by the City, the Contractor shall assign to the City all rights, title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;
9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and
10. Take such other actions as the City may direct.
If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.
The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.
Not for Construction
For Council Approval
GC - 7:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 7
ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and cleanup items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:
1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or
2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or
3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.
If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and finally completed and accepted the Work by Resolution of the City Council or by written Not for Construction For Council Approval
GC - 7:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.
All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.
Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.
No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment of any additional compensation for any act or failure to act by the City, Not for Construction For Council Approval
GC - 7:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-
1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, 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. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within seven (7) Days after the happening of the event, thing, occurrence or other cause 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 complete information about its claim for additional compensation and/or extension of 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 information about the claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.
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 Not for Construction For Council Approval
GC - 7:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] governed by all applicable provision 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 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 the Contractors’ 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 the 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 Notice of Potential Claim and supporting information Not for Construction For Council Approval
GC - 7:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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’s 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’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these General Conditions, including but not limited to Section 7-1.04.
It is the intention of this Section 7-1.03 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it 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 no timely written Notice of Potential Claim as herein required was filed. 7-1.04 CLAIMS. 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 forty-five (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 Not for Construction For Council Approval
GC - 7:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] specified herein, such Claim shall be deemed rejected in its entirety.
Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (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 specified herein, 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 thirty (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 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 sixty (60) Days after the City 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 the Contractor shall mutually agree to a mediator within ten (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 resolved in accordance with Section 7-1.05 below.
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved Not for Construction For Council Approval
GC - 7:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.
Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.
At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.
The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to the City. These applications shall be supported by: (1) documentation requested by the City to Not for Construction For Council Approval
GC - 7:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.
The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.
The City may deduct the following from each progress payment:
1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, which includes an amount to provide for the reasonable cost of any litigation Not for Construction For Council Approval
GC - 7:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] thereunder.
2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.
3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.
4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.
5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.
No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.
Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.
Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:
A. Equipment and materials will only be eligible if given conditional or final Not for Construction For Council Approval
GC - 7:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.
B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.
C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.
D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.
E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.
F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.
G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.
It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.
In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant Not for Construction For Council Approval
GC - 7:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] materials.
The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:
1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.
2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.
3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in California Public Contract Code section 22300. Not for Construction For Council Approval
GC - 7:12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:
1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.
2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.
Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.
The City will review the Contractor’s proposed Final Invoice and necessary changes or corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor Not for Construction For Council Approval
GC - 7:13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.
If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.
Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within 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. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.
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 the Contract, 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: Not for Construction
For Council Approval
GC - 7:14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
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 obligations of indemnity with respect to claims asserted by third parties; or
6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-
1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. Not for Construction For Council Approval
GC - 7:15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.
The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.
The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.
All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract Documents or under any separate warranty or guaranty required thereby. The establishment of a Not for Construction For Council Approval
GC - 7:16
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the City. Not for Construction For Council Approval
GC - 7:17
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]
Not for Construction
For Council Approval
Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
SUPPLEMENTAL CONDITIONS
Project: ____________________________
Not for Construction
For Council Approval
Johnson Poolhouse Renovation
SC - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Scope of Supplemental Conditions
1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.
COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678
SPECIFICATIONS FOR COMMERCIAL
CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747
PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678
DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.us.
2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted. Not for Construction For Council Approval
x
x
SC - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 1. DEFINITIONS AND TERMS
1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:
The Department for Contract Administration is the ________________________ Department of the City of Roseville.
Not for Construction
For Council Approval
Parks Recreation & Libraries
SC - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:
The time allowed for review of each submittal is ____ Days after receipt of the submittal by the Director.
Not for Construction
For Council Approval
14 2.1.28 PROJECT DOCUMENTS. Potential bidders are advised to obtain all
documents and specifications related to this project directly from the City of Roseville. The City
of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained
through outside sources other than the City of Roseville. Furthermore, the City does not guarantee
the distribution of any addendums or the accuracy of their content if obtained from a third party.
Bidders expressly assume the risk that their bid will be rejected from the use of plans and manuals
obtained from third parties other than the City of Roseville SC - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.
Not for Construction
For Council Approval
SC - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.
Not for Construction
For Council Approval
SC - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:
To the best of the City's knowledge, asbestos _________ present in the vicinity of the Project. Additional information shall be made available to Contractor upon request.
Not for Construction
For Council Approval
is not
SC - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:
Progress schedules showing project completion dates more than ________ Days earlier than specified in Section 6-1.07 shall be rejected. 6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:
The Contractor shall begin Work within _____ business days after receiving a Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within ____ business days of the Notice to Proceed.
If landscaping plants require an establishment period, that period will be ____ calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:
The amount of Liquidated Damages is the sum of $_________ per Day.
Not for Construction
For Council Approval
0 10
100
30 800
SC - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 7: ACCEPTANCE AND PAYMENT
There are no amendments to the General Conditions.
[END OF SUPPLEMENTAL CONDITIONS]
Not for Construction
For Council Approval
7-1.07 PROGRESS PAYMENTS. Section 7-1.07 of the General Conditions is amended to include the following:
The Contractor shall email an electronic copy of Certified Payroll Reports to the Project Manager along with each Application for Payment.
Not for Construction
For Council Approval
SPEC
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]
SPECIFICATIONS
Project: __________________________
Not for Construction
For Council Approval
Johnson Poolhouse Renovation
7$%/(2)&217(176
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-RKQVRQ3RRO5HPRGHO 7DEOHRI&RQWHQWV
5RVHYLOOH&DOLIRUQLD
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For Council Approval
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Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 1
SECTION 01 01 00
SUMMARY OF WORK
PART 1 - GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. The Johnson Pool House Remodel at 100 D Street, Roseville, California, includes selective site and building demolition, site and building accessibility upgrades and related mechanical, electrical and plumbing upgrades
B. Construction shall be in conformance with the California Building Code, current adopted edition, and all local codes and ordinances.
C. The Standard Specifications for Public Works Construction (2006) commonly referred to as the "Green Book" (excluding Sections 1-9), Current Standard Drawings of the County of Fresno, Current Regional Standard Drawings, California Department of Transportation (CalTrans) Standard Plans (July 2002) , and State of California Manual of Traffic Controls (1990), are made a part of these Specifications. All provisions applicable to the work to be performed in accordance with these drawings and Special Provisions if this project shall apply whether specifically referred to or not. References to these Standard Specifications have been made in the Special Provisions. These references apply directly to the work the Contractor is to perform.
1.02 CONTRACTOR RESPONSIBILITIES
A. In addition to the work described elsewhere in the Contract Documents, the Contractor shall be responsible for:
1. Coordination with all utility companies and public agencies including but not limited to, City of Parlier, Pacific Gas and Electric, ATT Telephone, and Cable Television.
B. Cautions: Because of the limitations of available as-built information, there is no assurance that all existing utilities are shown. The contractor shall proceed with caution to ensure that all utilities encountered, whether or not of record, shall be protected from damage. The contractor shall take all precautions necessary to protect himself, all his employees and subcontractors, and the general public from injury which may result from contact with utility services.
C. The District has endeavored to determine the existence of utilities at the site of the work from the records of the District of known utilities in the vicinity of the work. The positions of these utilities as derived from such records are shown on the plans.
D. No excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections. The Contractor shall make his own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing work which could result in damage to such utilities.
The Contractor shall immediately notify the Architect as to any utility discovered by him in a different position than shown on the plans or which is not shown on the plans.
E. The Contractor shall pothole, and locate, existing service lines to prevent damage and inconvenience to the public. The Contractor shall be responsible for the replacement of any disturbed utility lines and sprinkler systems as a part of this Contract, and full compensation for such work shall be considered as included in the Contract Price. The public utility, where they are the City, shall have the sole discretion to perform repairs or relocation work, or permit the Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 2
Contractor to do such repairs or relocation work at a reasonable price. An existing utility which is damaged as a result of the Contractor's operations shall also be removed or replaced at the Contractor’s expense. The Contractor shall contact and coordinate with the utility and the District for the relocation and/or replacement of their facility within the work area.
F. If the Contractor, while performing the Contract, discovers utility facilities not identified by the District in the Contract Drawings or Specifications, it shall immediately notify the Architect and utility in writing.
G. The fact that existing utilities and improvements, either above or below the ground surface, are not shown on the drawings shall not relieve the Contractor of liability for complete and careful protection of said utilities or improvements from damage as specified herein.
H. All repairs to damaged utilities or improvements shall be inspected and approved by an authorized representative of the utility and/or District before being concealed by backfill or other work.
J. In all cases of alteration or relocation of service connections, the Contractor shall notify the customer being affected a minimum of four (4) hours prior to said alteration or relocation, and service connection shall be returned to service in an amount of time not to exceed four (4) hours or as agreed between the parties.
K. Damage to any existing utility by the Contractor that is discovered within one year after acceptance of the work by the District shall be repaired by the contractor at his expense.
1.03 CONTRACTOR USE OF PREMISES
A. The Contractor shall confine the storage of materials and the operations of his workforce to limits indicated by law, ordinances, permits, the drawings and direction of the Architect, and shall not unreasonably encumber the premises.
B. Contractor shall be limited to the immediate site area for storage of all materials and equipment.
No storage on adjacent streets or adjoining site areas will be permitted.
C. There shall be no accumulation of any debris, waste, surplus building materials in any portion of the job site. Remove all debris on a daily basis to a legal dumpster and arrange for disposal on a regular basis.
1. Refer to Section 01720, "Cleaning" for additional cleanup requirements.
1.04 SPECIAL CONDITIONS OF USE OF PREMISES
A. The maximum use of "low-noise emission products" as certified by the Environmental Protection Agency shall be made when available. No loud music will be permitted.
B. Harassment: There shall be no whistling, hooting, cat-calling or any other sort of verbal harassment of individuals passing by in the vicinity of the construction site.
C. Contractor and subcontractor workforce shall not park any vehicles in front of adjacent development. Street parking will be permitted, where allowed by law, on adjacent streets which do not contain residential development.
D. No alcohol or illegal drugs will be permitted on the premises. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 3
E. Smoking shall be limited to designated areas assigned by the Architect. No smoking will be permitted at any time within the buildings.
1.05 RESTRICTIONS ON OPERATIONS
A. Restrictions upon interrupting utility services: Existing utility service must be maintained at all times.
1. Ensure that new utility lines are complete including testing, except for the connections, before interrupting existing service.
2. A minimum of 15 working days notice is required prior to making any utility cutovers.
1.06 JOB SITE SAFETY
A. In submitting a bid, Contractor assumes all responsibility for construction means and methods and the maintenance of job-site safety of the Contractor's own forces, subcontractors, agents of the District, consultants to the District, and the general public.
B. During the entire construction period, it shall be the responsibility of the Contractor to maintain conditions at the job site so as to meet in all respects the requirements of the Occupational Safety and Health Act, OSHA. This provision shall cover the Contractor's employees and all other persons working upon or visiting the site. To this end, the Contractor shall inform himself and his representative of OSHA standards.
C. All personnel on site are required to wear OSHA approved safety glasses and hardhats at all times.
1.07 SECURITY PROCEDURES
A. Contractor shall limit access to the site to persons involved in the work. Contractor shall completely enclose site with semi-permanent fencing (chain link).
1. The Contractor shall be fully responsible to the District for acts of his subcontractors and of persons directly employed by him.
B. Contractor shall provide secure storage for materials for which the District has made payment and which are stored on site.
C. Contractor shall secure completed work as required to prevent loss.
1. Protective methods shall be at the discretion of the Contractor as long as said methods comply with other provisions of the Contract.
2. Wherever such damage does occur, the Contractor shall, at no expense to the District and as directed by the Architect, completely repair all damaged work.
1.08 SHORING AND BRACING
A. The Contractor shall be responsible for the design and construction of all needed shoring and bracing necessary to construct this project and shall have a licensed Civil Engineer design same.
Costs for design of shoring and bracing shall be borne by the Contractor.
1. Shoring plans shall be submitted to the Architect a minimum of 10 days prior to commencing work. Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 4
B. Shoring is considered to be adequate sheeting, shoring, bracing, or equivalent method for (1) protection of life and limb which conform to applicable safety orders; (2) protection of existing underground and above ground private and public improvements; and (3) the remedy of any and all conditions encountered, regardless of depth, (including, but not limited to trench sloughing, pavement separation, etc.) during the construction of the project.
C. The Contractor shall notify the Architect if unusual or latent or presently unknown conditions are encountered which might affect the structural stability of work to follow, or if existing conditions are found to be different than those indicated.
1.09 COORDINATION
A. The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Architect of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements. Large scale drawings shall in general govern over small scale drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.
B. Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work, but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. Coordinate work of the various sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.
1. Work not specifically indicated or specified but which is required for the completion of the work shall be provided in the same manner as similar work which is required or specified without additional charge to the District.
2. Where a portion of the work is drawn and the remainder is indicated in outline, the drawn portion shall also apply to all other like portions of the work. Where particular installation or details are indicated by outline, marked "typical" or are obviously intended to match similar items shown in greater detail elsewhere, they shall be completed as if fully drawn, detailed or specified in strict compliance with the requirements of other similar parts of the work.
C. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.
1. The actual limitations of work in the various trades and/or sections of the specifications are the responsibility of the Contractor.
2. Where devices or items, or parts thereof, are referred to in the singular, it is intended that such reference shall apply to as many such devices, items or parts as are required to complete the work properly.
D. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practicable; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 5
1. The placement of pipes, conduit, etc., and the location, size and reinforcement of holes in the building structure shall conform to the structural drawings and specifications. When the requirements of the Mechanical, Electrical, Sprinklers, or other sections of the specifications or drawings are in conflict with the structural requirements, the structural requirements shall take precedence. Where the safety of the building structure is threatened, due to mechanical, electrical or other work or holes required for such work, modifications shall be made as directed by the Architect.
2. It is the Contractor's responsibility to coordinate the work so as to minimize conflicts and optimize efficiency.
E. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements.
F. CORRELATION AND INTENT OF DOCUMENTS
1. It is the intent of the Documents to establish minimum quality and certain design standards that must be met for this project. All products and systems shall be installed in no less manner than required by the documents. However, it is the Contractor's responsibility to assure that all products and systems are provided and installed in the best manner known to the industry and in strict accordance with manufacturers' instructions. Contractors shall examine conditions and substrates as drawn, specified, or existing that will receive their work and advice the General Contractor, prior to bidding, of any conditions detrimental to their work or of aesthetic or design standards which they cannot meet.
2. The Contractor shall coordinate the layout of his work with that of any sub-contractors and with existing conditions. No additional costs will be paid by the District to resolve utilities routing problems or similar problems that could have been avoided by proper coordination among the subcontractors or by proper anticipation of potential problems by the General Contractor.
1.10 FIELD ENGINEERING
A. Contractor shall provide all field engineering services; establish grades, lines, and levels, by use of recognized engineering survey practices.
1. Contractor shall obtain electronic copies of the civil engineering plans prior to commencing survey work.
2. Surveyor shall verify that all coordinates listed are correct with dimensions and details indicated elsewhere. Any discrepancies should be brought to the Architect’s attention prior to start of excavation work.
1.11 REFERENCE STANDARDS
A. For Products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.
B. The date of the standard is that in effect as of the building permit date, except when a specific date is specified.
C. Obtain copies of standards when required by Contract Documents. Maintain copy at jobsite during progress of the specific work. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Summary of Work
Roseville, California 01 01 00 - 6
1.12 WORK BY OWNER
A. Items noted as “NIC” will be furnished and installed by the Owner.
1.13 OWNER FURNISHED PRODUCTS
A. Items noted as “OFCI” (Owner Furnished, Contractor Installed) will be furnished by the Owner and installed by the Contractor.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
END OF SECTION
Not for Construction
For Council Approval
City Of Roseville 08/01/2022
Johnson Pool House Remodel Field Engineering
Roseville, California 01 05 00 - 1
SECTION 00 10 50
FIELD ENGINEERING
PART 1 - GENERAL
1.01SUMMARY
A. Contractor shall engage services of a Surveyor to establish all grades, lines and levels, and as follows:
1. Each separate Subcontractor shall be responsible for layout of his own Work from grades, lines and levels established by Contractor.
B. Payment for Survey work performed by the contractor shall be considered to be included in the contract lump sum price paid for Construction and no additional allowance shall be made therefore.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Applicable Sections: Division 1.
B. Project Closeout: Division 1.
C. Project Record Documents: Division 1.
1.03 SUBMITTALS
A. Submit per the requirements of Division 1.
B. Name, Address, and Telephone Number of Surveyor: Prior to starting surveyor work.
C. Documentation Verifying Accuracy of Survey Work: Upon request.
D. Reference Point Survey: Including field notes for record.
E. Certification: Signed and sealed by Surveyor showing that elevations and locations of all improvements are or are not in conformance with Contract Documents.
F. Record Documents: Under provisions of Division 1.
1.04 QUALITY CONTROL
A. Surveyor: Licensed in State of California.
1.05 PROJECT RECORD DOCUMENTS
A. Maintain complete, accurate log of control and survey work as it progresses.
B. Record on Project Record Documents all pertinent information under provisions of Division 1.
C. On completion of foundation walls and major Project Site improvements prepare a certified survey showing dimension, locations, angles and elevations of construction and project site work.
D. Submit project record documents as specified. Not for Construction For Council Approval
City Of Roseville 08/01/2022
Johnson Pool House Remodel Field Engineering
Roseville, California 01 05 00 - 2
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.01 EXECUTION
A. Verify locations of survey control points prior to starting Work. Promptly notify Architect of any discrepancies discovered.
3.02 SURVEY REFERENCE POINTS
A. Project survey control points prior to starting Project Site work; preserve permanent reference points during construction. Make no changes without prior written notice to Architect.
B. Promptly report to Architect the destruction of any reference point or relocation required because of changed in grades or other reasons. Replace dislocated survey control points based on original survey control.
3.03 SURVEY REQUIREMENTS
A. Use instruments to establish a minimum of two (2) permanent benchmarks on Project Site.
Reference benchmarks to data established by survey control points. Record benchmark locations with horizontal and vertical data for Project Record Documents. Reference these benchmarks to finished floor lines and grades. Provide accurate alignment and level of Work, and correct slope and curvatures as required.
B. Periodically verify layouts and elevations by same means. No extra charges will be allowed for differences between dimensions and elevations shown and actual measurements. Advise the Architect of any differences. Do not provide filler pieces or closures without approval of the Architect.
C. Prepare Project Record Documents of grading, layout and Project Site utility plan showing final installation of all Project Site improvements and utilities, including storm water, sanitary, water, gas and electric lines for permanent record.
3.04 SETTLEMENT SURVEY
A. Prior to start of construction operations, fix elevation targets to surrounding buildings. Targets shall be located minimum at each corner of building and maximum 100 feet on center.
B. Perform surveys to determine elevation of targets in relation to benchmarks which shall not be disturbed by construction.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Project Meetings
Fresno, California 01 20 00 - 1
SECTION 01 20 00
PROJECT MEETINGS
PART 1 - GENERAL
1.01 PRE-CONSTRUCTION CONFERENCE
A. The Architect will schedule conference prior to Contractor occupancy.
B. Attendance: Owner’s Representatives, Architect, Contractor, and major Subcontractors.
C. The purpose of the conference is to establish the working relationships between the City, the Architect and the Contractor during the construction of the project. Areas of responsibility, operational procedures, payment processing, and scheduling will be covered in detail.
1.02 PROGRESS MEETINGS
A. Contractor shall schedule and conduct progress meetings during the construction project.
1. At a minimum, scheduled site meetings will be held every week during the course of construction at an agreed upon time.
B. The following are required to attend the progress meetings: Contractor, District Representative, Architect, Project superintendent, Major subcontractors and suppliers and others who have an interest in the agenda.
C. Contractor shall prepare and distribute an agenda prior to the meetings; the following topics shall be covered when applicable:
1. Minutes of previous meeting.
2. Status of submittals and impending submittals.
3. Off-site fabrication and delivery schedules.
4. Review of the actual progress as documented in the Schedule and the 3-week look ahead schedule.
5. Actual and anticipated delays, their impact on the schedule, and corrective actions taken or proposed.
6. Progress expected to be made during the next period.
7. Actual and potential problems.
8. Develop corrective measures and procedures to regained planned schedule.
9. Status of corrective work ordered by the City’s Representative.
10. Potential Change Order issues.
11. Requests for Information and Clarifications. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Project Meetings
Fresno, California 01 20 00 - 2
D. Contractor shall record minutes and distribute copies to the Architect and all participants and to all entities affected by decisions made.
1.03 PAYMENT
A. Full compensation for the required meetings shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Measurements and Payments
Roseville, California 01 20 10 - 1
DOCUMENT 01 20 10
MEASUREMENT AND PAYMENT
1. GENERAL
1.01 Summary. Section includes description of requirements and procedures for determining amount of Work performed and for obtaining payment for Work performed.
1.02 References: California Public Contract Code, Code of Civil Procedure, Government Code
1.03 Composition and Scope of Contract Sum.
A. Scope of Contract Sum
1. The Contract Sum for performance of the Work under Contract Documents, or under any Bid item, allowance, or Alternate, shall include full compensation for all Work required under the Contract Documents, including without limitation, al labor, materials, taxes, transport, handling, storage, supervision, administration, and all other items necessary for the satisfactory completion of the Work, whether or not expressly specified or indicated, incidental work and unexpected expenses, and all terms, conditions, requirements and limitations set forth in the Contract Documents.
2. Contract Sum may be expressed as lump sum, unit price, GMP, allowance, or combination thereof.
B. Unit Price Items
1. Quantity of Work to be paid for under any item for which a unit price is fixed in Contract Documents shall be determined by Owner based on, so far as practicable, actual number of units satisfactorily completed, as determined by Owner and certified by Contractor, within prescribed or ordered limits, and no payments will be made for Work unsatisfactorily performed or done outside of limits.
2. Unit Prices shall apply to Work covered by unit prices so long as actual quantities performed on the Project are not less than 75 percent or greater than 125 percent of the estimated quantities bid or otherwise stated in the Contract Documents. If actual quantities exceed these parameters, then the unit price shall be adjusted by an amount to reflect the Contractor’s incremental cost differential resulting from increased or decreased economies of scales.
C. Lump Sum Items
1. When estimated quantity for a specific portion of Work is not indicated and/or Work is designated as lump sum, payment will be on a lump sum basis for Work satisfactorily completed in accordance with Contract Documents.
2. Payment for lump sum Work, or items of Work subject to a lump sum (e.g. without limitation, change order work), shall be made on the basis Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Measurements and Payments
Roseville, California 01 20 10 - 2
of satisfactory completion of such Work or work item, earned in progressive stages in accordance with the Contract Documents, up to but not exceeding the Contractor’s percentage completion of the Work or item.
3. Lump sum items shall be paid based upon the approved Schedule of Values, which shall be used to measure progressive payments based upon satisfactory progress towards completion of the item.
D. Allowance Items. Allowance Work will be authorized by Owner in writing, following change order procedures to determine cost, supporting documentation and authorization to proceed. Unused allowance amounts at Contract completion shall reduce the Contract price accordingly.
1.04 Payment Procedures
A. Schedule of Values
1. Within ten Days from issuance of Notice of Award and prior to the Contractor’s first Application for Payment, Contractor shall submit a detailed breakdown of its Bid by scheduled Work items and/or activities, including coordination responsibilities and Project Record Documents responsibilities. Where more than one Subcontractor comprises the work of a Work item or activity, the Schedule of Values shall show a separate line item for each subcontract. Contractor shall furnish such breakdown of the total Contract Sum by assigning dollar values (cost estimates) to each applicable Progress Schedule network activity, which cumulative sum equals the total Contract Sum. This breakdown shall be referred to as the Schedule of Values.
2. Contractor’s overhead, profit, insurance, cost of bonds (except to the extent expressly identified in a Bid item) and/or other financing, as well as “general conditions costs,” (e.g., Site clean up and maintenance, temporary roads and access, off-Site access roads, temporary power and lighting, security, and the like), shall be prorated through all activities so that the sum of all the Schedule of Values line items equals Contractor’s total Contract Sum, less any allowances designated by Owner. Scheduling, record documents and quality assurance control shall be separate line items.
3. Owner will review the breakdown in conjunction with the Progress Schedule to ensure that the dollar amounts of this Schedule of Values, are in fact reasonable cost allocations for the Work items listed. Upon favorable review by Owner, Owner will accept this Schedule of Values for use. Owner shall be the sole judge of fair market cost allocations.
4. Owner will reject any attempt to increase the cost of early activities, i.e., “front loading,” resulting in a complete reallocation of moneys until such “front loading” is corrected. Repeated attempts at “front loading” may result in suspension or termination of the Work for default, or refusal to process progress payments until such time as the Schedule of Values is acceptable to Owner. Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Measurements and Payments
Roseville, California 01 20 10 - 3
B. Contractor’s Requests for Progress Payments. If requested by Contractor, progress payments will be made monthly, under the following conditions:
1. On or before the 25th Day of each month, Contractor shall submit to Owner five copies of an Application for Payment for the cost of the Work put in place during the period from the last Day of the previous month to the end of the current month, along with one copy of an updated Progress Schedule. Such Applications for Payment shall be for the expected total value of activities completed or partially completed, based upon Schedule of Values prices (or Bid item prices if unit price) of all labor and materials incorporated in the Work up until midnight of the last Day of that one month period, less the aggregate of previous payments.
Accumulated retainage shall be shown as separate item in payment summary. Owner and Contractor will reconcile any differences in the field, based on the reconciled monthly report sheets. If Contractor is late submitting its Application for Payment, that Application may be processed at any time during the succeeding one-month period, resulting in processing of Contractor’s Application for Payment being delayed for more than a Day for Day basis.
2. Except as otherwise required by Owner, concurrently with each Application for Payment, Contractor shall submit to the Owner the Contractor’s and its Subcontractors’ certified payroll records required to be maintained pursuant to Labor Code Section 1776 for all labor performed during pay periods ending during the period covered by the Application for Payment.
3. No progress payment will be processed prior to Owner receiving all requested, acceptable schedule update information and certified payrolls, and in Owner’s sole and absolute discretion, Owner may deny the entire Application for Payment for noncompliance.
4. Each Application for Payment shall list each Change Order and Construction Change Directive (“CCD”) executed prior to date of submission, including the Change Order/CCD Number, and a description of the Work activities, consistent with the descriptions of original Work activities. Contractor shall submit a monthly Change Order/CCD status log to Owner.
5. If Owner requires substantiating data, Contractor shall submit information requested by Owner, with cover letter identifying Project, Application for Payment number and date, and detailed list of enclosures. Contractor shall submit one copy of substantiating data and cover letter for each copy of Application for Payment submitted.
6. If Contractor fails or refuses to participate in monthly Work reconciliations or other construction progress evaluation with Owner, Contractor shall not receive current payment until Contractor has participated fully in providing construction progress information and schedule update information to Owner.
C. Owner’s Review of Progress Payment Applications Not for Construction For Council Approval
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1. Owner will review Contractor’s Application for Payment following receipt and during the Progress Schedule and Billing Meeting. If adjustments need to be made to percent of completion of each activity, Owner will make appropriate notations and return to Contractor. Contractor shall revise and resubmit. All parties shall update percentage of completion values in the same manner, i.e., express value of an accumulated percentage of completion to date.
2. If Owner determines that portions of the Application for Payment are not proper or not due under the Contract Documents, then Owner may approve the other portions of the Application for Payment, and in the case of disputed items or Defective Work not remedied, may withhold up to 150 percent of the disputed amount from the progress payment.
3. Pursuant to California Public Contract Code §20104.50, if Owner fails to make any progress payment within 30 Days after receipt of an undisputed and properly submitted Application for Payment from Contractor, Owner shall pay interest to the Contractor equivalent to the legal rates set forth in subdivision (1) of Section 685.010 of the California Code of Civil Procedure. The 30-Day period shall be reduced by the number of Days by which Owner exceeds the seven-Day return requirement set forth herein.
4. As soon as practicable after approval of each Application for Payment for progress payments, Owner will pay to Contractor in manner provided by law, an amount equal to 95 percent of the amounts otherwise due as provided in the Contract Documents, or a lesser amount if so provided in Contract Documents, provided that payments may at any time be withheld if, in judgment of Owner, Work is not proceeding in accordance with Contract, or Contractor is not complying with requirements of Contract, or to comply with stop notices or to offset liquidated damages accruing or expected. In Owner’s sole discretion, if Contractor has failed to comply with either its Progress Schedule update or project record documents requirements, Owner may retain an additional 5% of any earned amounts until such requirements are satisfied.
5. Before any progress payment or final payment is due or made, Contractor shall submit satisfactory evidence that Contractor is not delinquent in payments to employees, Subcontractors, suppliers, or creditors for labor and materials incorporated into Work. This specifically includes, without limitation, conditional lien release forms for the current progress payment and unconditional release forms for past progress payments. This also includes copies of certified payroll from contractor and subcontractors for the current payment period.
D. Payment for Material and Equipment Not Yet Incorporated Into the Work
1. No payment shall be made for materials or equipment not yet incorporated into the Work, except as specified elsewhere in the Contract Documents or as may be agreed to by Owner in its sole discretion. Where Contractor requests payment on the basis of materials and equipment not incorporated in the Work, Contractor must satisfy the following conditions: Not for Construction
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a. The materials and/or equipment shall be delivered and suitably stored at the Site or at another local location agreed to in writing, for example, a mutually acceptable bonded and insured
warehouse.
b. Full title to the materials and/or equipment shall vest in Owner at the time of delivery to the Site, warehouse or other storage location. Obtain a negotiable warehouse receipt, endorsed over to Owner for materials and/or equipment stored in an off-site warehouse. No payment will be made until such endorsed
receipts are delivered to Owner.
2. Stockpiled materials and/or equipment shall be available for Owner inspection, but Owner shall have no obligation to inspect them and its inspection or failure to inspect shall not relieve Contractor of any obligations under the Contract Documents. Materials and/or equipment shall be segregated and labeled or tagged to identify these specific Contract Documents.
3. After delivery of materials and/or equipment, if any inherent or acquired defects are discovered, defective materials and/or equipment shall be removed and replaced with suitable materials and/or equipment at Contractor’s expense.
4. At Contractor’s expense, insure the materials and/or equipment against theft, fire, flood, vandalism, and malicious mischief, as well as any other coverages required under the Contract Documents.
5. Contractor’s Application or Payment shall be accompanied by a bill of sale, invoice or other documentation warranting that Owner has received the materials and equipment free and clear of all liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangement to the protect Owner interest therein, all of which must be satisfactory to Owner. This documentation shall include but not be limited to, conditional releases of mechanics’ liens and stop notices from all those providing materials and equipment as to which the Application or Payment relates, as well as unconditional releases of the same from the same as to the previous Application or Payment for which they have not already been provided. Amounts previously paid for materials and equipment prior to incorporation into the Work shall be deducted from amounts otherwise due Contractor as they are incorporated.
1.05 Final Payment
A. As soon as practicable after all required Work is completed in accordance with Contract Documents, including punch list, testing, record documents and Contractor maintenance after Final Acceptance, Contractor shall submit its Application for Final Payment.
B. Provided Contractor has met all conditions required for Final payment, Owner will pay to Contractor, in manner provided by law, unpaid balance of Contract Sum of Work (including, without limitation, retentions), or whole Contract Sum of Work if no progress payment has been made, determined in accordance with terms of Not for Construction For Council Approval
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Contract Documents, less sums as may be lawfully retained under any provisions of Contract Documents or by law.
C. Final Accounting.
1. Prior progress payments and change orders shall be subject to audit and correction in the final payment.
2. Contractor and each assignee under an assignment in effect at time of final payment shall execute and deliver at time of final payment, and as a condition precedent to final payment, Document 00 6530 (Agreement and Release of Claims).
1.06 Substitution of Securities. Public Contract Code Section 22300. In accordance with the provisions of Public Contract Code Section 22300, substitution of securities for any moneys withheld under Contract Documents to ensure performance is permitted under following conditions:
A. At request and expense of Contractor, securities listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by Contractor and Owner which are equivalent to the amount withheld under retention provisions of Contract shall be deposited with Controller or with a state or federally chartered bank in California, as the escrow agent, who shall then pay such moneys to Contractor. Upon satisfactory completion of Contract, securities shall be returned to Contractor.
B. Alternatively, Contractor may request and Owner shall make payment of retentions earned directly to the escrow agent at the expense of Contractor. At the expense of Contractor, Contractor may direct the investment of the payments into securities and receive the interest earned on the investments upon the same terms provided for securities deposited by Contractor. Upon satisfactory completion of the work of the Contract documents, Contractor shall receive from escrow agent all securities, interest, and payments received by the escrows agent from Owner. Contractor shall then pay to each Subcontractor, not later than 20 Days after receipt of the payment, the respective amount of interest earned net of costs attributed to retention withheld from each Subcontractor, on the amount of retention withheld to insure the performance of Contractor.
C. Contractor shall be beneficial owner of securities substituted for moneys withheld and shall receive any interest thereon.
D. Contractor may enter into an escrow agreement, form included in Contract Document, as authorized under Public Contract Code Section 22300, specifying amount of securities to be deposited, terms and conditions of conversion to cash in case of default of Contactor, and termination of escrow upon completion of Contract Documents.
E. Public Contract Code Section 22300, in effect on Bid Day, is hereby incorporated in full by this reference and shall supersede anything inconsistent therewith.
END OF DOCUMENT Not for Construction
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SECTION 01 26 00
MODIFICATION PROCEDURES
1. GENERAL
1.01 Summary
A. Section includes requirements that supplement Document 00 7200 (General Conditions).
B. Description of procedures and documentation for modifying the Contract Documents and determining costs for changes in contract amounts.
1.02 Procedures for Contractor Initiated Change Order
A. Contractor-Initiated Change procedures
1. Contractor may initiate changes using the procedures and forms included in this Project Manual or any Supplemental Owner Procedures Manual. Immediately or within 7 days of identifying the potential change, submit a Change Notice (CN) describing the scope and reason or justification for the change and a deadline for its approval. The Owner shall review and respond promptly providing any direction to Contractor or indicating any disagreement with its merit.
2. Contractor shall then within an additional 7 days after its Change Notice (or 14 days total), submit its Cost Proposal (CP). For time critical work, Contractor shall submit the CP more quickly to avoid delay. Cost proposal shall include a complete breakdown of costs of credits, deducts and extras; itemizing materials, labor, taxes, Markup and any requested changes to Contract Time as describe in following pages. All Subcontractor Work shall be so indicated. Individual entries on the CP form shall include applicable Schedule of Values code, with all amounts determined as provided herein. After receipt of a CP with a detailed breakdown, Owner will act promptly thereon. In the event Owner fails to respond to a CP within 30 days of receipt, then the CP shall be deemed denied.
3. Detailed procedures for processing and resolving the change are described in 1.04 below.
B. Contractor-Initiated Request for Information (RFI) Procedures, Requirements and Limitations:
1. Contractor may submit RFI’s for clarifications in Owner-prepared Contract Documents, which may result in the Contractor submitting a CN.
2. Whenever Contractor requires information regarding the Project or Owner-prepared Contract Documents, or receives a request for such information from a Subcontractor, Contractor may prepare and deliver an RFI to Owner. Contractor shall use RFI format provided or approved by Not for Construction For Council Approval
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Owner. Contractor shall not issue an RFI to Owner solely to clarify Contractor-prepared Construction Documents. Contractor must submit time critical RFIs at least 30 days before scheduled start date of the affected Work activity. Contractor shall reference each RFI to an activity of Progress Schedule and shall note time criticality of the RFI, indicating time within which a response is required. Contractor’s failure to reference RFI to an activity on the Progress Schedule and note time criticality on the RFI shall constitute Contractor’s waiver of any claim for time delay or interruption to the Work resulting from any delay in responding to the RFI.
3. Contractor shall be responsible for its costs to implement and administer RFIs throughout the Contract duration. Regardless of the number of RFIs submitted, Contractor shall not be entitled to additional compensation for the effort required to submit the RFIs. Contractor shall be responsible for Owner’s administrative costs for answering RFIs where the answer could reasonably be found by reviewing the Contract Documents, as determined by Owner; at Owner discretion, such costs may be deducted from progress payments or final payment.
4. Owner will respond within a reasonable time from receipt of RFI with a written response to Contractor. Contractor shall distribute response to all appropriate Subcontractors. The reasonableness of the time for response shall be based upon the scope of the RFI and the relative urgency of a response.
5. If Contractor is satisfied with the response and does not request a change in Contract Sum or Contract Time, then the response shall be executed without a change.
6. If Contractor believes the response is incomplete, Contractor shall issue another RFI (with the same RFI number with the letter “A” or “.1”. to indicate it is a follow-up RFI) to Owner clarifying original RFI.
Additionally, Owner may return RFI requesting additional information should original RFI be inadequate in describing condition.
1.03 Procedures for Owner Initiated Change Order
A. Owner may, by Change Order Request (“COR”) which may include or reference an Architect’s Supplemental Instruction (ASI) or by following the procedures for disputed work herein, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, with or without adjustment to Contract Sum or Contract Time. An ASI will include narrative, drawing or other information describing scope of the change.
B. Detailed procedures for processing and resolving the change are described in
1.04 below.
1.04 Procedures that Apply to Contractor- and Owner-Initiated Change Orders A. Either Contractor or Owner initiated changes shall follow the following procedures.
1. Upon receipt of Contractor’s CP, Owner will review and either indicate its Not for Construction For Council Approval
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agreement, request specific changes or propose changes to make the proposed price or terms acceptable to Owner.
2. Contractor will promptly respond within seven (7) days and Owner and Contractor shall review and attempt to negotiate an acceptable lump sum price based on:
a. Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; or,
b. Contractor may proceed on a not to exceed, cost reimbursable (force account) basis, while negotiating a firm price, with cost to be determined in a manner agreed. (When this option is
selected, Contractor shall give Owner notice when it exceeds 75% of the NTE, the NTE shall become the final NTE for the agreed scope.).
3. When necessity to proceed with a change does not allow Owner sufficient time to conduct a proper review and resolution of a COR (or revised COR), Owner may issue a Change Directive (CD) as provided below.
4. Agreement on a change by either COR or CD shall be effective immediately and the Change Order Request shall be signed authorizing work to proceed then along with other COR’s, finalized as a Change Order. Where Owner authorizes CD work on a time and materials basis up to a maximum amount, then Contractor shall promptly advise Owner upon reaching 75% of such maximum amount, otherwise Contractor shall accept fully the risk of completing the CD work without exceeding such maximum amount.
B. Time Requirements
1. If Contractor believes that an Owner response to an RFI, submittal or other Owner direction, results in change in Contract Sum or Contract Time, Contractor shall notify Owner with the issuance of a CP within seven Days after issuing its Change Notice or receiving Owner’s COR, and in no event after starting the disputed work or later than the time allowed under Article 12 of Document 00 7200 (General Conditions). If Contractor also requests a time extension, or has issued a notice of delay or otherwise requests a time extension, then Contractor shall submit the required Time Impact Analysis (TIE) concurrently with the CP and in no event later than ten Days after providing the notice of delay.
2. If Contractor requires more time to accurately identify the required changes to the Contract Sum or Contract Time, Contractor may so notify the Owner and then submit an updated and final CP and TIE within 14 days of submitting its Notice of Delay.
3. If Owner agrees with Contractor’s CP and/or TIE, then Owner will prepare a Change Order for Owner and Contractor signatures. If Owner disagrees with Contractor and after attempting to resolve the matter and is unable will so notify the Contractor of Owner proposed resolution. If Not for Construction For Council Approval
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Contractor agrees, then this will be made a change order; or if Contractor disagrees, then Contractor may give notice of potential claim and proceed as provided in Article 12 of Document 00 7200 (General Conditions).
4. Contractor must submit CPs, notices of potential claim or Claims within the required time periods. Any failure to do so waives Contractor’s right to a COR or file a Claim.
C. Cost-Estimate Information. Contractor and subcontractors shall, upon Owner’s request, permit inspection of the original unaltered cost estimates, subcontract agreements, purchase orders relating to the change, and documents substantiating all costs associated with its COR or Claims arising from changes in the Work.
D. Adjustment of Schedules to Reflect Change Orders or CDs
1. Contractor shall revise Schedule of Values and Application for Payment forms to record each authorized Change Order or CD as a separate line item and adjust the Contract Sum as shown thereon prior to the next monthly pay period.
2. Contractor shall revise the Progress Schedules prior to the next monthly pay period, to reflect CO or CD.
3. Contractor shall enter changes in Project Record Documents prior to the next monthly pay period.
E. Required Documentation for Adjustments to Contract Amounts
1. For all changes and cost adjustments requested, Contractor shall provide documentation of change in Contract Amounts asserted, with sufficient data to allow evaluation of the proposal.
2. In all requests for compensation, cost proposals, estimates, claims and any other calculation of costs made under the Contract Documents, Contractor shall breakout and quantify costs of labor, equipment and materials identified herein, for Contractor and subcontractors of any tier.
3. Contractor shall, on request, provide additional data to support computations for:
a. Quantities of products, materials, labor and equipment. b. Taxes, insurance, and bonds.
c. Justification for any change in Contract Time and new Progress Schedule showing revision due, if any.
d. Credit for deletions from Contract, similarly documented.
4. Contractor shall support each claim or computation for additional cost, with additional information including: Not for Construction For Council Approval
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a. Origin and date of claim or request for additional compensation. b. Dates and times Work was performed and by whom.
c. Time records and wage rates paid.
d. Invoices and receipts for products, materials, equipment and subcontracts, similarly documented.
e. Credit for deletions from Contract, similarly documented.
F. Responses and Disputes
1. For all responses for which the Contract Documents do not provide a specific time period, recipients shall respond within a reasonable time.
2. For all disputes arising from the procedures herein, Contractor shall follow Article 12 of Document 00 7200 (General Conditions).
1.05 Cost Determination for Changes in Contract Amounts A. Calculation of Total Cost of Extra Work
1. Total cost of changed Work, extra Work or of Work omitted shall be the sum of three components defined immediately below as: Component 1 (Direct Cost(s)); Component 2 (Markup); and, Component 3 (bonds, insurance, taxes)
2. Component 1: Direct Cost(s) of labor, equipment and materials, is calculated based upon actually incurred (or omitted) labor costs, material costs and equipment rental costs, as defined herein;
3. Component 2: Markup on such actually incurred Direct Costs, is applied in the percentages identified below; and
4. Component 3: Actual additional costs for any additionally required insurance, bonds, and/or taxes, defined herein, is calculated without Markup.
B. Measurement and Composition of Direct Cost Of Construction (Cost Component No. 1). Component 1 has four sub-components: Labor, Equipment, Materials, and Subcontractors.
1. Measurement of Cost of Labor (Component 1A). Cost of Labor shall be calculated as: Cost of labor for workers (including forepersons when authorized by Owner) used in actual and direct performance of the subject work, whether employer is Contractor, Subcontractor or other forces, in the sum of the following:
a. Actual Wages: Actual wages paid shall include any employer payments to or on behalf of workers for health and welfare, pension, vacation, and similar purposes.
b. Labor surcharge: Payments imposed by local, county, state, and Not for Construction For Council Approval
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federal laws and ordinances, and other payments made to, or on behalf of, workers, other than actual wages as defined, such as worker’s compensation insurance. Such labor surcharge shall not exceed generally accepted standards in the State for labor rates in effect on date upon which extra Work is accomplished. c. Cost of labor shall include no other costs, fees or charges. d. Labor cost for operators of equipment owned and operated by Contractor or any Subcontractor, shall be no more than rates of such labor established by collective bargaining agreements for type of worker and location of Work, whether or not owneroperator (i.e., Contractor or Subcontractor) is actually covered by such an agreement.
e. Cost of labor shall be recorded and documented in certified payroll records, maintained in the form customary and/or required in the State, delivered to Owner weekly.
2. Measurement of Cost of Equipment (Component 1B).
a. Measurement of Component 1B (Cost of Equipment). Cost of Equipment shall be calculated as: Cost of Equipment used in actual and direct performance of the subject work, whether by Contractor, Subcontractor or other forces. Cost of Equipment shall be calculated as herein described.
b. For rented equipment, cost will be based on actual rental invoices, appropriate for the use and duration of the work.
Equipment used on extra Work shall be of proper size and type.
If, however, equipment of unwarranted size or type and cost is used, cost of use of equipment shall be calculated at rental rate for equipment of proper size and type, as determined by Owner. c. Equipment rental cost for Contractor or Subcontractor-owned equipment, shall be determined by reference to, and not in excess of, the generally accepted standards in the State for equipment rental rates in effect on date upon which extra Work is accomplished. If there is no applicable rate for an item of equipment, then payment shall be made for Contractor- or Subcontractor-owned equipment at rental rate listed in the most recent edition of the CalTrans Standard Schedules and
Specifications, and absent a rental rate therein, then the Association of Equipment Distributors (AED) book.
d. In all cases, rental rates paid shall be deemed to cover cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals.
e. Unless otherwise specified, manufacturer’s ratings, and manufacturer-approved modifications, shall be used to classify equipment for determination of applicable rental rates. Individual pieces of equipment or tools not listed in said publication and Not for Construction For Council Approval
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having a replacement value of $100 or less, whether or not consumed by use, shall be considered to be small tools and no payment will be made therefore as payment is included in payment for labor. Rental time will not be allowed while equipment is inoperative due to breakdowns.
f. For equipment on Site, rental time to be paid for equipment shall be time equipment is in operation on extra Work being performed or on standby as approved by Owner. The following shall be used in computing rental time of equipment:
1) When hourly rates are listed, less than 30 minutes of operation shall be considered to be ½ hour of operation. 2) When daily rates are listed, less than four hours of operation shall be considered to be ½ Day of operation. 3) Dates shall correspond to actual rates paid by
Contractor, i.e., if Contractor pays lower weekly or
monthly rates, then same shall be charged to Owner.
g. For equipment that must be brought to Site to be used exclusively on extra Work, cost of transporting equipment to Site and its return to its original location shall be determined as follows:
1) Owner will pay for costs of loading and unloading
equipment.
2) Cost of transporting equipment in low bed trailers shall not exceed hourly rates charged by established haulers. 3) Cost of transporting equipment shall not exceed
applicable minimum established rates of California
Public Utilities Commission or appropriate State Dept. of Transportation.
4) Owner will not make any payment for transporting and loading and unloading equipment if equipment is used
on Work in any other way than upon extra Work.
5) Rental period may begin at time equipment is unloaded at Site of extra Work and terminate at end of the
performance of the extra Work or Day on which Owner
directs Contractor to discontinue use of equipment,
whichever first occurs. Excluding Saturdays, Sundays,
and Owner legal holidays, unless equipment is used to
perform extra Work on such Days, rental time to be paid per Day shall be four hours for zero hours of operation, six hours for four hours of operation and eight hours for eight hours of operation, time being prorated between
these parameters. Hours to be paid for equipment that
is operated less than eight hours due to breakdowns,
shall not exceed eight, less number of hours equipment Not for Construction For Council Approval
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is inoperative due to breakdowns.
h. Employee vehicles are not part of Component 1A, rather, are included within Component 2 (Markup).
i. Equipment costs shall include no other costs, fees or charges.
3. Measurement of Cost of Material (Component 1C). Cost of Material shall be calculated as herein described. Cost of such materials will be cost to purchaser (Contractor, Subcontractor or other forces) from supplier thereof, except as the following are applicable:
a. If cash or trade discount by actual supplier is offered or available to purchaser, it shall be credited to Owner notwithstanding fact that such discount may not have been taken.
b. For materials salvaged upon completion of Work, salvage value of materials shall be deducted from cost, less discounts, of materials.
c. If cost of a material is, in opinion of Owner, excessive, then cost of material shall be deemed to be lowest current wholesale price at which material is available in quantities concerned delivered to Site, less any discounts as provided in this Paragraph. d. Material costs shall include no other costs, fees or charges.
4. Measurement of Cost of Subcontractors (Component 1D). Where reimbursed or calculated per the terms of the Contract Documents, change order or Change Directive, cost of Subcontractors shall be calculated as amounts earned by Subcontractors procured in compliance with the Contract Documents and approved by the Owner, provided such subcontractor earned amounts meet the following requirements:
a. Such amounts are earned under the terms of the Subcontracts and the Work complies with the terms of the Contract
Documents;
b. Such amounts are properly requested, documented and
permitted under the terms of the subcontract(s) and the Contract Documents.
c. Total cost to Owner of Direct Costs of Construction (labor, equipment, materials), Markup, and costs of bonds, insurance and taxes, conform to contract limitations (i.e., totals paid by Owner do not exceed the 20% Markup limitation.).
C. Measurement and Payment of Mark Up (Cost Component 2)
1. Markup Percentages for Changed Work (Component 2):
a. Markup on Direct Cost of labor and materials for extra Work shall be 15%. Markup on Direct Cost of equipment for extra Work shall be 15%. Not for Construction
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b. When extra Work is performed by Subcontractors, regardless of the number of tiers, total Markup on “Component 1” Direct Costs shall not exceed 20%. Contractor and its Subcontractors shall divide the 20% as they may agree.
c. Under no circumstances shall the total Markup on any extra Work exceed twenty (20) percent, stated as a percent of the Direct Cost of labor, equipment and materials. This limitation shall apply regardless of the actual number of subcontract tiers. d. On proposals covering both increases and decreases in Contract Sum, Markup shall be allowed on the net increase only as determined above. When the net difference is a deletion, no percentage for Markup shall be allowed, but rather an
appropriate percentage deduction shall be issued in the amount of the net difference.
2. Measurement and Payment of Mark Up (Component 2). Mark Up (Component 2) provides complete compensation to Contractor for:
a. All Contractor profit;
b. All Contractor home-office overhead;
c. All Contractor assumption of risk assigned to Contractor under the Contract Documents;
d. Subject to the qualifications below regarding self-performed work, all General Conditions and General Requirements.
e. Profit. Compensation for profit included within Component 2 (Mark Up), includes without limitation: Fees of all types, nature and description; and Profit and margins of all types, nature and description.
f. Home Office Expenses. Compensation for home office
expenses included within Component 2 (Mark Up), includes without limitation: Salaries and other compensation of any type of Contractor’s personnel (management, administrative and clerical), and all direct and indirect operating, travel, payroll, safety, storage, quality control, maintenance and overhead costs of any nature whatsoever, incurred by Contractor at any location other than the Project specific site office, including without limitation, Contractor’s principal or branch offices; insurance premiums other than those for Project specific insurance directed by the Owner in a change order; all hardware, software, supplies and support personnel necessary or convenient for Contractor’s capture, documentation and maintenance of its costs and cost accounting data and cost accounting and control systems and work progress reporting.
g. Assumption of Risk. Compensation for Contractor’s assumption of risk under the Contract Documents, included within
Component 2 (Mark Up), includes without limitation loss, cost, Not for Construction For Council Approval
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damage, expense or liability resulting directly or indirectly from any of the following causes (“unallowable costs”), for Contractor and subcontractors of any tier: noncompliance with the Contract Documents, fault or negligence, defective or non-comforming Work, by Contractor or any Subcontractor or Vendor of any tier or anyone directly or indirectly employed by any of them, or for whose acts or omissions any of them are responsible or liable at law or under the Contract Documents; cost overruns of any type; costs in excess of any lump sum, not to exceed amount or GMP; costs resulting from bid or “buy out” errors, unallocated scope, or incomplete transfer of scope or contract terms to subcontractors; any costs incurred by Contractor relating to a Change in the Work without a Change Order or Change Directive in
accordance with the Contract Documents; costs for work or materials for which no price is fixed in the Contract Documents, unless it is expressly specified that such work or material is to be paid for as extra work.
h. General Conditions and Division 1 General Requirements.
Compensation for Contractor’s General Conditions and General Requirements Costs included within Component 2 (Mark Up), includes compensation to Contractor for: Contractor’s direct costs, without overhead or profit, for salaries and related forms of compensation and employer’s costs for labor and personnel costs, of Contractor’s employees and subconsultant’s employees (if any), while and only to the extent they are performing Work at the Project Site. Personnel and Work compensated by this Component include without limitation: All required Project management responsibilities; all on-site services; monthly reporting and scheduling; routine field inspection of Work; general superintendence; general administration and preparation of cost proposals, schedule analysis, change orders and other supporting documentation as necessary; salaries of project superintendent, project engineers, project managers, safety manager, other manager, timekeeper, and secretaries; all cost estimates and updates thereto; development, validation and updates to the project schedule; surveying; estimating.
Compensation for Contractor’s General Requirements Costs included within Component 2 (Mark Up), compensates
Contractor for its “General Requirements” Costs, including without limitation: all scheduling hardware, software, licenses, equipment, materials and supplies; purchase, lease or rental, build out, procurement, supporting equipment and maintenance of temporary on-Site facilities, Project field and office trailers and other temporary facilities, office equipment and supporting utilities; platforms, fencing, cleanup and jobsite security; temporary roads, parking areas, temporary security or safety fencing and barricades, etc.; all Contractor’s motor vehicles used by any Contractor’s personnel, and all costs thereof; all health and safety requirements, required by law or Owner procedures; all surveying; all protection of Work; handling and disposal fees; final cleanup; repair or maintenance; other incidental Work; all items, activities and function similar to any of those described above; all travel, entertainment, lodging, board and the like. Not for Construction For Council Approval
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i. Personnel compensated by the Markup Component do not include workers of foreman level or below in the case of selfperformed work; rather, such personnel shall be treated as a Direct Cost of Construction. Costs compensated by the Markup component do not include temporary measures specifically required by the changed work, not otherwise required or ongoing in the prosecution of the Work, that commence specifically to support the changed work and conclude with the completion of the changed work. Such costs shall be treated as Direct Costs of Construction. Examples of General Requirements costs that this component may not cover are the following: temporary barricades or fencing of specific areas required specifically for the changed work; cranes required specifically for the changed work; extra security required specifically for the changed work.
D. Measurement and payment of Bonds Insurance taxes (Component 3).
Component 3 (Bonds, Insurance, Taxes) consists of the cost of bonds, insurance and taxes, also referred to as “BIT”. All State sales and use taxes, applicable County and applicable City sales taxes, shall be included. Federal and Excise tax shall not be included. There is no mark up on BIT.
1.06 Effect Of Payment
A. Change Order Compensation is All-Inclusive
1. Except as provided expressly below regarding changes that extend the Contract Time, payment of calculated cost of extra work constitutes full and complete compensation for costs or expense arising from the extra Work, and is intended to be all inclusive.
2. Payment for Direct Cost of Construction (Component 1) is intended to be all-inclusive. Any costs or risks not delineated within cost of labor, equipment or materials herein, shall be deemed to be within the costs and risks encompassed by the applicable Markups and unallowable in any separate amount.
3. Payment of Markup (Component 2) is intended to be all-inclusive.
Contractor waives claims for any further or different payment of cost and risk items delineated herein, other than the allowable percentage markup on costs set forth in the Contract Documents; such separate, further or different cost or risk items shall be unallowable, waived and liquidated within the allowable percentage markup.
4. Contractor shall recover no other costs or markups on extra work of any type, nature or description.
B. Exception for Changes Extending the Contract Time. Where a change in the Work extends the Contract Time, Contractor may request and recover additional, actual direct costs, provided Contractor can demonstrate such additional costs are (i.) actually incurred performing the Work, (ii.) not compensated by the Markup allowed, and (iii) directly result from the extended Contract Time.
Contractor shall make such request and provide such documentation following all required procedures, documentation and time requirements in the Contract Documents, and subject to all contract limitations of liability. Contractor may not Not for Construction For Council Approval
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Roseville, California 01 26 00 - 12
seek or recover such costs using formulas (e.g., Eichleay).
C. LIMITS OF LIABILITY / ACCORD AND SATISFACTION
1. The foregoing limits of compensation apply in all cases of claims for changed Work, whether calculating Change Proposal Requests, Change Orders or CDs, or calculating claims and/or damages of all types, and applies even in the event of fault, negligence, strict liability, or tort claims of all kinds, including strict liability or negligence. Contractor may recover no other costs arising out of or connected with the performance of extra Work, of any nature.
2. Under no circumstances may Contractor claim or recover special, incidental or consequential damages against Owner, its representatives or agents, whether arising from breach of contract, negligence, strict liability or other tort or legal theory, unless specifically and expressly authorized in the Contract Documents.
3. No change in Work shall be considered a waiver of any other condition of Contract Documents. No claim shall be made for anticipated profit, for loss of profit, for damages, or for extra payment whatever, except as expressly provided for in Contract Documents.
4. Accord and Satisfaction: Every Change Order and accepted CD shall constitute a full accord and satisfaction, and release, of all Contractor (and if applicable, Subcontractor) claims for additional time, money or other relief arising from or relating to the subject matter of the change including, without limitation, impacts of all types, cumulative impacts, inefficiency, overtime, delay and any other type of claim. Contractor may elect to reserve its rights to disputed claims arising from or relating to the changed Work at the time it signs a Change Order or approves a CD, but must do so expressly in a writing delivered concurrently with the executed Change Order or approved CD, and must also submit a Claim for the reserved disputed items pursuant to Article 12 of Document 00 7200 (General Conditions) no later than thirty (30) days after Contractor’s first written notice of its intent to reserve rights. Execution of any Change Order or CD shall constitute Contractor’s representation of its agreement with this provision.
1.07 Miscellaneous Requirements
A. Owner-Furnished Materials. Owner reserves right to furnish materials as it deems advisable, and Contractor shall have no claims for costs and Markup on such materials.
B. Records And Certification
1. All charges shall be recorded daily and summarized in Daily Time Record form attached hereto. Contractor or authorized representative shall complete and sign form each day. Contractor shall also provide with the form: the names and classifications of workers and hours worked by each; an itemization of all materials used; and a list by size type and identification number of equipment and hours operated. Not for Construction For Council Approval
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Johnson Pool House Remodel Modification Procedures
Roseville, California 01 26 00 - 13
2. Owner shall have the right to audit all records in possession of Contractor relating to activities covered by Contractor’s claims for modification of Contract, including CD Work. This right shall be specifically enforceable, and any failure of Contractor to voluntarily comply shall be deemed an irrevocable waiver and release of all claims then pending that were or could have been subject to Article 12 of Document 00 7200 (General Conditions).
END OF DOCUMENT
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Submittals
Roseville, California 01 30 00 - 1
SECTION 01 30 00
SUBMITTALS
PART 1 - GENERAL
1.01 DESCRIPTION OF REQUIREMENTS:
A. The types of submittal requirements specific in this Section include: Shop Drawings, product data, samples, catalog data, equipment and material lists, elementary diagrams, wiring diagrams, installation instructions, maintenance manuals and instructions, operation brochures and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections of each unit of work. Refer to other Sections of the specifications and other Contract Documents of this project of administrative submittals.
B. Definitions: Work-related submittals of this Section are categorized for convenience as follows:
C. Shop Drawings: These include specially-prepared technical data for this project, including drawings, diagrams, performance curves, data sheets, schedules, templates, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to a range of similar projects.
D. Product Data: These include standard printed information on materials, products and systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein.
E. Samples: These include both fabricated and un-fabricated physical examples of materials, products and units of work; both as complete units and as smaller portions of units of work; either for limited visual inspection or (where indicated) for more detailed testing and analysis.
F. Mock-Ups: These are a special form of samples, which are too large or otherwise inconvenient for handling in specified manner for transmittal of sample submittals.
G. Long Lead Items: These may include traffic signal equipment, underground utilities, hardware, lighting fixtures, and HVAC equipment. Submittals for each of these items shall be submitted to Project Manager / Project Engineer and/or the Architect within 30 days after Notice of Award of Contract.
H. Miscellaneous Submittals: Related directly to the work (non-administrative) include warranties, maintenance agreements, workmanship bonds, project photographs, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock and similar information, devices and materials applicable to the work and not processed as Shop Drawings, product data or samples.
1.02 GENERAL REQUIREMENTS
A. Submittals: Submittals by the Contractor shall include a typewritten list showing each item and manufacturer for approval and review by the Architect and/or the Engineer. All submittals that include equipment, which form a system or subsystem, shall be submitted simultaneously for coordination purposes. These submittals shall be corrected by the Contractor to "as-built" conditions prior to the completion of the Project and turned over to the Owner Not for Construction
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Johnson Pool House Remodel Submittals
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B. Catalogs: Catalogs for submittals shall have unrelated pages removed, or clearly marked "NOT APPLICABLE", and shall have capacities and specified parameters relating to the item or items clearly marked.
C. Maintenance Manuals and Instructions: Shall indicate routine-type work defined by step-bystep instructions, that should be performed to insure long life and proper operations; the recommended frequency of performance is also to be included. Instructions should include possible trouble spots with diagnosis and correction of each. These manuals shall be submitted to the Owner when the equipment is delivered to the site.
D. Operating Manuals: Shall describe function of each component or subassembly in blockdiagram-type presentation to a degree that a mechanic will understand the product well enough to operate and maintain it. These manuals shall be submitted to the Owner when the equipment is delivered to the site.
E. Record Drawings: Contractor shall prepare a set of record prints showing "as-built" installations of products and materials which differ from the Contract Drawings. Marked-up "as-built" prints shall be submitted to the Owner upon completion and acceptance of Project by the Owner, and will be condition of final payment.
F. Submittal Size and Identification: The size of submittal shall be suitable for intended purpose. Minimum size 8-1/2" by 11" drawn to an indicated scale and dimensioned in English (not metric) measurements. Each submittal shall indicate:
1. Name and originating company or firm.
2. Contractor's name.
3. Subcontractor's and supplier's name.
4. Preparation and revision dates.
5. Street sequence number.
6. Project title.
7. Description of each enclosure.
8. Specification reference.
9. Reference to any prior actions on the submission.
10. Full identification of materials called out.
11. Statements of reason for any proposed change, proposed adjustment in price and contract time when shop drawings show variations from Contract requirements.
G. Submittal Quantities: Contractor shall provide submittals electronically.
H. Review by the Architect:
1. Submittals stamped "NO EXCEPTION TAKEN", requires no further action by the Architect and fabrication and/or construction may proceed.
2. Submittals stamped "MAKE CORRECTIONS NOTED" requires no further action by the Architect and fabrication and/or construction may proceed contingent upon all corrections being made as noted.
3. Submittals stamped "REJECTED" or "REVISE AND RESUBMIT", requires the Contractor to resubmit them with reasonable promptness and no fabrication or construction may begin.
4. Resubmittals. If first or subsequent submittal is stamped "REJECTED" or "REVISE Not for Construction For Council Approval
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Roseville, California 01 30 00 - 3
AND RESUBMIT", corrective action shall be taken and resubmittal procedure shall be same as for first submittal. A resubmittal shall be assigned a new number with reference made to the original submittal number. The Contractor shall direct specific attention in writing or on resubmitted shop drawing to revisions other than the correction requested by the Architect or previous submissions. a. If more than one resubmittal is required the contractor will be charged for the Architect's time to review any subsequent resubmittals.
J. The Architect will check and review, with reasonable promptness, such drawings and schedules only for conformance with the design concept of the project and compliance with information given in the contract documents. When so directed by the Architect, the Contractor shall make any and all corrections required by the Architect.
1.03 SAMPLES
A. Furnish for review five (5) samples of the various materials, together with the finish thereon, as specified for and intended to be used on or in the work. Samples shall be sent to the office of the Architect, carriage prepaid.
B. Submit all samples for review before purchasing, fabricating, applying, or installing such materials and finishes. The Architect will review or ask for resubmission of samples within 10 days of the Contractor's submission. All reviews will be in writing.
C. The sample shall be assigned a submittal number. A covering letter shall accompany the sample and shall list all items being transmitted, designating their particular usage and location in the project and shall be identified as to manufacturer, trade name, style, model, etc. A Minimum of three reviewed samples shall be returned to the Contractor.
D. Review of a sample shall not be taken in itself to change or modify any contract requirement.
All materials, finishes, and workmanship in the complete building shall be equal in every respect to that of the reviewed sample.
E. All samples where applicable shall be 8" x 10" in size and shall be limited in thickness to a minimum consistent with sample analysis. In lieu thereof, the actual full size item shall be submitted.
F. Samples of value may be returned to the Contractor for use in the project after review, analysis, comparison and/or testing as may be required by the Architect.
G. Field samples shall be prepared at the site by the Contractor as specified in the various sections of these Specifications. Affected finished work shall not be commenced until the Architect has given a written approval for the field samples.
1.04 SHOP DRAWINGS
A. The Contractor shall check and verify all field measurements and shall submit for review, with such promptness as to cause no delay in his own work or in that of any other contractor or subcontractor, all shop or setting drawings and schedules required for the work of the various trades.
B. The term "shop drawings" as used herein includes fabrication, erection and installation, layout, and setting drawings, manufacturers' standard drawings, descriptive literature, catalogues and brochures, performance and test data, wiring and control diagrams, all other Not for Construction For Council Approval
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Roseville, California 01 30 00 - 4
drawings and descriptive data pertaining to materials, equipment, piping, duct and conduit systems, methods of construction as may be required to show that the materials, equipment or systems, and the positions thereof conform to the Contract Documents. As used herein, the term "manufactured" applies to standard units’ usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to meet individual design requirements.
C. Shop drawings shall establish the actual detail of all manufactured or fabricated items, indicate proper relation of adjoining work, amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure, and incorporate minor changes of design or construction to suit actual conditions. Shop drawings shall be drawn to scale and shall be completely dimensioned.
D. The shop drawings and all supporting data, catalogs, etc., shall be prepared by the Contractor or his suppliers and subcontractors, but shall be submitted as the instruments of the Contractor.
E. The Contractor shall check the drawings of his suppliers and subcontractors as well as his own drawings before submitting them to the Architect. In particular, the Contractor shall ascertain that the drawings meet all requirements of the contract drawings and specifications and conform to the structural and space conditions. If such shop drawings show variations from contract documents, whether because of standard shop practice or other reasons, the Contractor shall make special mention thereof in his letter of transmittal.
F. The Architect's review of shop drawings shall be general only and shall not relieve the Contractor from responsibility for errors of any sort, for deviations from drawings or specifications, or for conflict with the work of others that may result from such deviations.
Architect's review of a separate item does not indicate a review of an assembly in which the item functions.
1.05 PRODUCT DATA
A. Mark each copy to identify applicable products, models, options and other data; supplement manufacturer's standard data to provide information unique to the work. Include manufacturer's installation instructions when required by the specification section.
1.06 MANUFACTURER'S CERTIFICATES
A. Submit certificates, in duplicate, in accordance with requirements of each specification section.
1.07 TEST RESULTS
A. Submit test results, in duplicate, in accordance with requirements of each specification section.
1.08 SUBSTITUTIONS
A. Comply with requirements of Section 016300, for requests for substitutions.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Progress Schedules
Roseville, California 01 32 30 - 1
SECTION 01 32 30
PROGRESS SCHEDULES
1. SUMMARY
A. Perform scheduling of Work under this Contract in accordance with requirements of this Document 01 3230.
1. Development of schedule, cost, and resource loading of the Progress Schedule, monthly payment requests, and project status reporting requirements of the Contract Documents shall employ scheduling as required in this Document 01 3230.
2. The Schedule shall be cost-loaded based on Work Breakdown Structure/Schedule of Values as approved by Owner.
3. Preparation of three week “look ahead” schedules. The three-week look-ahead schedule shall list the trades scheduled for the following three weeks, the approximate resource assignment, and the progress in the past week on trades and work activities for the prior week’s three-week lookahead schedule for the prior week. The three-week look-ahead schedule shall be produced and presented at each weekly progress meeting and shall be coordinated with the schedule required under this Document 01 3230.
4. Submit schedules and reports as specified in Document 00 7200 (General Conditions).
B. Upon Award of Contract, immediately commence development of Initial Schedule to ensure compliance with schedule submittal requirements.
C. Employ competent scheduling personnel or a schedule consultant with experience performing scheduling required herein on a minimum of two prior, similar projects, and with first-hand knowledge of this Project.
2. GENERAL
A. Progress Schedule shall be based on and shall incorporate milestone and completion dates specified in the Contract Documents.
B. Overall time of completion and time of completion for each milestone shown on Progress Schedule shall adhere to times in Document 00 5200 (Agreement), unless an earlier (advanced) time of completion is requested by Contractor and agreed to by Owner. A Contract Modification shall formalize any such agreement.
C. The Progress Schedule shall be the basis for evaluating job progress, payment requests, and time extension requests. Responsibility for developing Contract schedule and monitoring actual progress as compared to Progress Schedule rests with Contractor.
D. Failure of Progress Schedule to include any element of the Work or any inaccuracy in Progress Schedule will not relieve Contractor from responsibility for accomplishing the Work in accordance with the Contract. Owner acceptance of Schedule shall be for its Not for Construction For Council Approval
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Johnson Pool House Remodel Progress Schedules
Roseville, California 01 32 30 - 2
use in monitoring and evaluating job progress, payment requests, and time extension requests, and shall not, in any manner, impose a duty of care upon Owner, or act to relieve Contractor of its responsibility for means and methods of construction.
E. Transmit to Owner, no less than monthly, current progress schedule in electronic form, to include the entire electronic file without abridgment, inclusive of all updates.
3. INITIAL AND ORIGINAL PROGRESS SCHEDULE
A. Initial Schedule submitted for review at the Preconstruction Conference shall serve as Contractor’s schedule for up to thirty (30) Days after the Notice to Proceed.
B. Initial Schedule must indicate detailed plan for the Work to be completed in first thirty (30) Days of the Contract; details of planned mobilization of plant and equipment; sequence of early operations; and procurement of materials and equipment. Show Work beyond thirty (30) Days in summary form.
C. Contractor shall submit its final Schedule for review no later than first progress payment.
Original Schedule and all updates shall comp a standards herein.
D. All Schedules shall be time-scaled.
E. In lieu of providing a cost loaded schedule, Contractor shall provide Owner with a monthly cash flow schedule, showing Contractor’s forecasted expenditures on a monthly basis through completion of the Project. Contractor’s cash flow schedule shall be updated monthly and shall have sufficient detail and accuracy to form a reasonable basis, based upon currently available information, for Owner to project and plan for Project cash flow requirements for the Project duration.
F. Except as otherwise expressly provided in this Document 01 3230, meet with Owner to review and discuss each Schedule (i.e., Initial, Original and monthly updates) within seven (7) Days after each Schedule has been submitted to Owner.
1. Owner review and comment on any Schedule shall be limited to Contract conformance (with sequencing, coordination, and milestone requirements).
2. Contractor shall make corrections to Schedule necessary to comply with Contract requirements and shall adjust Schedule to incorporate any missing information requested by Owner. Resubmit Initial Schedule if requested by Owner.
G. Initial Schedule shall all identify the following milestone events:
1. Notice to Proceed date(s)
2. Substantial completion and project completion at each construction phase
3. Start and completion dates for Work in each occupied space
4. Utility connections
5. Inspections
H. Original Schedule and all updates shall identify all Work activities in proper sequence for the completion of the Work. Work activities shall include the following: Not for Construction For Council Approval
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Roseville, California 01 32 30 - 3
1. Major Contractor-furnished equipment, materials, and building elements, and scheduled activities requiring submittals or Owner prior approval. (a) Show dates for the submission, review, and approval of each submittal.
Dates shall be shown for the procurement, fabrications, delivery, and installation of major equipment, materials, and building elements, and for scheduled activities designated by Owner.
(b) A minimum of fifteen (15) working days shall be allotted for Owner review for each submittal.
2. System test dates;
3. Dates Contractor request designated working spaces, storage areas, access, and other facilities to be provided by Owner;
4. Dates Contractor requests orders and decisions from Owner;
5. Dates Contractor requests Owner-furnished equipment;
6. Dates Contractor requests Owner-furnished utilities;
7. Connection and relocation of existing utilities;
8. Connecting to or penetrating existing structures;
9. Dates Contractor requests access to areas requiring removal of Asbestos containing materials by Owner.
I. If Contractor is of the opinion that any of the Work included on its Schedule has been impacted, submit to Owner a written Time Impact Evaluation (TIE) in accordance with this Document 01 3230. The TIE shall be based on the most current update of the Initial Schedule.
4. SCHEDULE FORMAT AND LEVEL OF DETAIL
A. Utilize Primavera computer-scheduling software, for all scheduling including schedule updates, and employ scheduling personnel experienced and competent in it. For all activities or impacts shown in schedule, Contractor shall complete all data points in the software to specifically include the activities, their durations, their logic ties and their resources.
B. Each Schedule (Initial, Original and updates) shall indicate all separate fabrication, procurement and field construction activities required for completion of the Work, including but not limited to the following:
1. All Contractor, Subcontractor. and assigned Contractor work shall be shown in a logical work sequence that demonstrates a coordinated plan of work for all Contractors. The intent is to provide a common basis of acceptance, understanding, and communication, as well as interface with other Contractors.
2. Activities related to the delivery of Contractor and Owner-furnished equipment to be Contractor installed per Contract shall be shown. Not for Construction For Council Approval
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3. All activities shall be identified through codes or other identification to indicate the building (i.e. buildings, Site work) and Contractor/Subcontractor responsibility to which they pertain.
4. Break up the Work schedule into activities of durations of approximately twentyone (21) Work Days or less each, except for non-field construction activities or as otherwise deemed acceptable by Owner.
5. Show the critical path in red. For each activity, show early start, late start, early finish, late finish, durations measured in Days, float, resources, predecessor and successor activities, planned workday/week for the activity, material quantities, and scheduled/actual progress payments.
C. Seasonal weather conditions (which do not constitute a delay as defined herein) shall be considered in the planning and scheduling of all work influenced by high or low ambient temperatures or presence of high moisture for the completion of the Work within the allotted Contract Time.
D. Failure by Contractor to include any element of Work required for performance of the Work on the detailed construction schedule shall not excuse Contractor from completing all Work required within the Contract Time.
E. A three-week “look ahead,” detailed daily bar chart schedule shall be updated and issued weekly in hard copy and electronically.
F. Monthly updates shall include schedule sorts in hard copy, by bid item (geographic work area) with critical items shown in red float and with early/late start and finish dates, to facilitate meaningful review and assessment of schedule.
5. MONTHLY SCHEDULE UPDATE SUBMITTALS
A. Following acceptance of Contractor’s Initial Schedule, Contractor shall monitor progress of Work and adjust Schedule each month to reflect actual progress and any anticipated changes to planned activities.
1. Each Schedule update submitted shall be complete, including all information requested for the Initial Schedule and Original Schedule submittal.
2. Each update shall continue to show all Work activities including those already completed. These completed activities shall accurately reflect “as built” information by indicating when activities were actually started and completed, and Contractor warrants the accuracy of as-built information as shown.
B. A meeting will be held on approximately the 25th of each month to review the Schedule update submittal and progress payment application.
1. At this meeting, at a minimum, the following items will be reviewed: Percent complete of each activity; TIEs for Contract Modifications and Time Extension Request; actual and anticipated activity sequence changes; actual and anticipated duration changes; and actual and anticipated Contractor delays and critical issues.
2. These meetings are considered a critical component of overall monthly schedule update submittal; have appropriate personnel attend. At a minimum, Contractor’s Not for Construction For Council Approval
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Roseville, California 01 32 30 - 5
General Superintendent and Scheduler shall attend these meetings.
3. Plan on the meeting taking no less than four hours.
C. Within five Days after monthly Schedule update meeting, Contractor shall submit on CD the updated Schedule, and reports and charts, both in hard copy and on a CD.
D. Within a reasonable time of receipt of above-noted revised submittals, Owner will either accept or reject monthly schedule update submittal.
1. If accepted, percent complete shown in monthly update will be basis for Application for Payment by Contractor. The schedule update shall be submitted as part of Contractor’s Application for Payment and a basis of such payment.
2. If rejected, update shall be corrected and resubmitted by Contractor before the Application for Payment is submitted. Owner may withhold five percent of monthly progress payment amount until acceptable schedule update is received.
E. Neither updating, changing or revising of any report, curve, schedule or narrative submitted to Owner by Contractor under this Contract, Owner review or acceptance of any such report, curve, schedule or narrative, nor Owner failure to review same, shall have the effect of amending or modifying, in any way, the Contract Substantial Completion date or milestone dates or of modifying or limiting, in any way, Contractor’s obligations under this Contract. Any Owner review is solely for Owner’s internal consideration to reasonably ascertain likelihood of Contractor’s achieving applicable Contract milestones, and Contractor may not rely thereon.
6. SCHEDULE REVISIONS
A. Updating the Schedule (Initial and Original) to reflect actual progress shall not be considered revisions to the Schedule. Since scheduling is a dynamic process, however, revisions to activity durations and sequences are expected on a monthly basis.
B. To reflect revisions to the Schedule, provide Owner with a written narrative with a full description and reasons for each Work activity that is revised. For revisions affecting the sequence of Work, provide a schedule diagram that compares the original sequence to the revised sequence of Work. Contractor shall clearly show and discuss any changes in the critical path, and provide the written narrative and schedule diagram for revisions three (3) Days in advance of the monthly schedule update meeting.
C. Schedule revisions shall not be incorporated into any schedule update until Owner has reviewed the revisions. Owner may request further information and justification for schedule revisions and, within three (3) Days, provide Owner with a complete written narrative response to Owner request.
D. If Owner does not accept Contractor’s revision, and Contractor disagrees with Owner position, Contractor has seven (7) Days from receipt of Owner letter rejecting the revision, to provide a written narrative providing full justification and explanation for the revision.
Contractor’s failure to respond in writing within seven (7) Days of Owner written rejection of a schedule revision shall be contractually interpreted as acceptance of Owner position, and Contractor waives its rights to subsequently dispute or file a claim regarding Owner position. If Contractor files a timely response as provided in this paragraph, and the parties are still unable to agree, then Owner and Contractor’s rights shall be as provided in Document 00 7200 (General Conditions) Section 12. Not for Construction For Council Approval
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E. At Owner discretion, Contractor can be required to provide Subcontractor certifications of performance regarding proposed schedule revisions affecting said Subcontractors.
7. RECOVERY SCHEDULE
A. If a Schedule update shows a substantial completion date twenty-one (21) Days beyond any Contract Substantial Completion date, or individual Milestone completion dates, Contractor shall submit to Owner within seven (7) Days the proposed revisions to recover the lost time. As part of this submittal, Contractor shall provide a written narrative for each revision made to recapture the lost time. If the revisions include sequence changes, Contractor shall provide a schedule diagram comparing the original sequence to the revised sequence of Work. If Owner requests, Contractor shall show the intended critical path; secure appropriate Subcontractor and supplier consent to the recovery Schedule; submit a narrative explaining trade flow and construction flow changes, duration changes, added/deleted activities, critical path changes and identify all near critical paths and man hour loading assumptions for major Subcontractors.
B. The revisions shall not be incorporated into any Schedule update until Owner has reviewed the revisions.
C. If Owner does not accept Contractor’s revisions, Owner and Contractor shall follow the procedures in paragraphs 6.C through 6.E of this Document 01 3230.
D. At Owner discretion, Contractor can be required to provide Subcontractor certifications for revisions affecting said Subcontractors.
8. TIME IMPACT EVALUATION FOR CONTRACT MODIFICATIONS AND OTHER DELAYS A. When Contractor is directed to proceed with changed work or otherwise requests a time extension, Contractor shall prepare and submit, within fourteen (14) Days from the direction to proceed, a Time Impact Evaluation (TIE) that includes both a written narrative and a schedule diagram depicting how the changed work affects other schedule activities.
The schedule diagram shall show how Contractor proposes to incorporate the changed work in the schedule, and how it impacts the current Schedule update critical path or otherwise. Contractor is also responsible for requesting time extensions based on the TIE’s impact on the critical path. The diagram shall be tied to the main sequence of scheduled activities to enable Owner to evaluate the impact of changed work to the scheduled critical path.
B. Comply with the requirements of paragraph 8.A of this Document 01 3230 for all types of delays such as, but not limited to, Contractor/Subcontractor delays, adverse weather delays, strikes, procurement delays, fabrication delays, etc.
C. Contractor is responsible for all costs associated with the preparation of TIEs, and the process of incorporating TIEs into the current schedule update. Provide Owner with four copies of each TIE both in hard copy and CD.
D. Once agreement has been reached on a TIE, the Contract Time will be adjusted accordingly. If agreement is not reached on a TIE, the Contract Time may be extended in an amount Owner allows, and Contractor may submit a claim for additional time claimed by Contractor as provided in Document 00 7200 (General Conditions). Not for Construction For Council Approval
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Johnson Pool House Remodel Progress Schedules
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9. TIME EXTENSIONS
A. Contractor is responsible for requesting time extensions for time impacts that, in the opinion of Contractor, impact the critical path of the current schedule update. Notice of time impacts shall be given in accordance with Document 00 7200 (General Conditions).
B. Where an event for which Owner is responsible impacts the projected Substantial Completion date, Contractor shall provide a written mitigation plan, including a schedule diagram, which explains how (e.g., increase crew size, overtime, etc.) the impact can be mitigated. Contractor shall also include a detailed cost breakdown of the labor, equipment, and material Contractor would expend to mitigate Owner-caused time impact. Contractor shall submit mitigation plan to Owner within fourteen (14) Days from the date of discovery of said impact. Contractor is responsible for the cost to prepare the mitigation plan.
C. Failure to request time, provide TIE, or provide the required mitigation plan will result in Contractor waiving its right to a time extension and cost to mitigate the delay.
D. No time will be granted under the Contract Documents for cumulative effect of changes.
E. Owner will not be obligated to consider any time extension request unless requirements of Contract Documents are complied with.
F. Failure of Contractor to perform in accordance with the current schedule update shall not be excused by submittal of time extension requests.
G. Notwithstanding any other provision of this Document 01 3230, if Contractor does not submit a TIE within the required fourteen (14) Days for any issue, Contractor hereby agree that Contractor does not require a time extension for that issue.
10. PROJECT STATUS REPORTING
A. In addition to submittal requirements for scheduling identified in this Document 01 3230, Contractor shall provide a monthly project status report (i.e., written narrative report) to be submitted in conjunction with each Schedule as specified herein. Status reporting shall be in form specified in this Article.
B. Contractor shall prepare monthly written narrative reports of status of Project for submission to Owner. Written status reports shall include:
1. Status of major Project components (percent complete, amount of time ahead or behind schedule) and an explanation of how Project will be brought back on schedule if delays have occurred.
2. Progress made on critical activities indicated on each Schedule, including inspections.
3. Explanations for any lack of work on critical path activities planned to be performed during last month.
4. Explanations for any schedule changes, including changes to logic or to activity durations.
5. List of critical activities scheduled to be performed during the next month. Not for Construction For Council Approval
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6. Status of major material and equipment procurement.
7. Any delays or other problems encountered during reporting period and recommendations for action to prevent such delays or problems from re-occurring.
8. Printed report indicating actual versus planned resource loading for each trade and each activity. This report shall be provided on weekly and monthly basis. (a) Actual resource shall be accumulated in field by Contractor, and shall be as noted on Contractor’s daily reports. These reports will be basis for information provided in monthly and weekly printed reports. (b) Contractor shall explain all variances and mitigation measures.
9. Contractor may include any other information pertinent to status of Project.
Include additional status information requested by Owner at no additional cost.
10. Status reports, and the information contained therein, shall not .be construed as claims, notice of claims, notice of delay, or requests for changes or compensation.
C. At the close of each workday provide Owner with report of Contractor and its Subcontractors’ work activities for that day, including trades, equipment, work activities worked on, staff levels, and equipment deliveries. Use form acceptable to Owner.
D. Submit all reports and schedule files in electronic format, in addition to written copies.
END OF DOCUMENT
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Sustainability (CalGreen) Requirements Roseville, California 01 35 10 - 1
SECTION 01 35 10
SUSTAINABILITY (CALGreen) REQUIREMENTS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes general requirements and procedures for compliance with certain California Green Building Standards Code. The California Green Building Code is Part 11 of twelve parts of the official compilation and publication of the adoption, amendment and repeal of the building regulations to the California Code of Regulations, Title 24, also referred to as the California Building Standards Code.
1. This code contains both mandatory and voluntary green building measures. Mandatory and voluntary measures are identified in the appropriate application checklist contained in this code. Mandatory measures as outlined in the California Green Building Standards Code are a requirement of this contract. Voluntary measures are not required as a part of this contract.
2. Voluntary Tier 1 and Tier 2 measures are not required as part of the scope of work of this contract.
B. Related Sections include the following:
1. Divisions 2 through 48 Sections for CALGreen requirements specific to the Work of each of those Sections. These requirements may or may not include reference to CALGreen.
1.03 DEFINITIONS
A. CalGreen: California Green Building Standards Code
B. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (preconsumer), or after consumer use (post-consumer).
1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials.
2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.
1.04 SUBMITTALS
A. General: Comply with additional CALGreen submittal requirements included in other sections of the Specifications.
B. Cal Green submittals are in addition to other submittals. If submitted item is identical to that submitted to comply with other requirements, the single set of copies to verify compliance with indicated CALGreen requirements is acceptable unless noted otherwise. Not for Construction For Council Approval
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C. Verification: Documentation of conformance for applicable green building measures shall be provided to the enforcing agency. Alternate methods of documentation shall be acceptable when the enforcing agency finds that the proposed alternate documentation is satisfactory to demonstrate substantial conformance with the intent of the proposed green building measure.
D. CALGreen Documentation required: Provide preliminary submittals within seven days of date established for commencement of the Work indicating how the following requirements will be met.
1. 5.408.1 Construction waste diversion: Establish a construction waste management plan for the diverted materials that meets or exceeds the local construction and demolition waste management ordinance, whichever is more stringent.
3. 5.408.3 Provide plan to incorporate construction waste reduction of at least 75%.
PART 2 - EXECUTION
2.01 PLANNING AND DESIGN
A. Section 5.106
1. Develop Storm Water Pollution Prevention Plan for implementation and maintenance onsite throughout the construction process.
2. Bicycle parking is to comply with Sections 5.106.4.1 and 5.106.4.2 or local ordinance, whichever is more stringent.
3. If the project is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of visitor motorized vehicle parking capacity, with a minimum of one two-bike capacity rack.
4. Meet lighting power requirements in the California Energy Code, CCR, Title 24, Part 6, and design interior and exterior lighting such that zero direct-beam illumination leaves the building site. Comply with zones 1-4 and lighting zone characteristics as defined in Chapter 10 of the California Administrative Code, CCR, Title 24, Part 1 using the following strategies:
a. Shield all exterior luminaires or provide cutoff luminaires per Section 132 (b) of the California Energy Code.
b. Contain interior lighting within each source.
c. Allow no more than .01 horizontal foot-candles to escape 15 feet beyond the site boundary.
d. Automatically control exterior lighting dusk to dawn to turn off or lower light levels during inactive period
2.02 ENERGY EFFICIENCY
A. Section 5.201.1
1. Comply with aforementioned section. Not for Construction For Council Approval
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2.03 WATER EFFICIENCY AND CONSERVATION
A. Section 5.303
1. Separate meters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.
2. Plumbing fixtures and fixture fittings are required to reduce the overall use of potable water by 20%. This reduction shall be based on the maximum allowable water use per the plumbing fixture and fittings as required by the California Building Standards code.
B. Section 5.304
1. Automatic irrigation system controllers installed at time of final inspection shall comply with the following:
a. Controllers shall be weather or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. b. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have a rain sensor input.
2.04 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
A. Section 5.408
1. Establish a construction waste management plan for the diverted materials, or meet local construction and demolition waste management ordinance, whichever is more stringent.
2. Documentation is required to be provided to the enforcing agency which demonstrates compliance with Section 5.408.2, items 1-4. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.
3. Recycle and/or salvage for reuse a minimum of 75 percent of the non-hazardous construction and demolition debris, or meet a local construction and demolition waste management ordinance, whichever is more stringent. Calculations are required of materials diverted by weight or volume, but not both.
4. 100 percent of trees, stumps, rocks, and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.
B. Section 5.410
1. Testing and adjusting of systems shall be required for buildings less than 10,000 sf of new building area.
a. Operation and maintenance (O&M Manuals) are to be provided to the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O&M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. Not for Construction For Council Approval
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i. Include a copy of all inspection verifications and reports required by the enforcing agency.
2.05 ENVIRONMENTAL QUALITY
A. Section 5.504:
1. Covering of duct openings and protection of mechanical equipment during construction is required per section 5.504.3.
2. Finish materials must comply with tables 5.504.4.1 through 5.504.4.4.
3. Adhesives, sealants, and caulks must comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits as indicated in tables 5.504.4.1 and 5.504.4.2. Aerosol adhesives shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.
4. Paints and coatings shall comply with the VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, shown in Table 5.504.4.3, unless more stringent local limits apply. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements as described in code section 5.504.4.3.1.
5. Verification of compliance of this section shall be provided including (1) Manufacturer's product specification and (2) Field verification of on-site product containers.
6. All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Standard Practice for the testing of VOC's (Specification 01350)
c. NSF/ANSI 140 at the Gold Level
d. Scientific Certifications Systems Sustainable Choice
7. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.
8. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
9. Hardwood plywood, particleboard, and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq), buy or before the dates specified in those sections, as shown in Table 5.504.4.5.
10. Verification of compliance of this section shall be provided. Documentation shall include at least the following:
a. Product certifications and specifications
b. Chain of custody certifications Not for Construction For Council Approval
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c. Other methods acceptable to the enforcing agency
11. For 50% of the floor area receiving resilient flooring, install resilient flooring complying with the VOC-emission limits defined in the 2009 Collaborative for High Performance Schools (CHPS) criteria and listed on its Low-emitting Materials List (or product registry) or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.
12. Verification of compliance shall be provided with documentation indicating that the resilient flooring materials meet the pollutant emission limits.
13. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a MERV of
8. Replace all filtration media immediately prior to occupancy.
14. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor intakes, and operable windows and in buildings. Signage to be posted to inform building occupants if no ordinances are in place.
B. Section 5.505:
1. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of the Cal Green code.
2. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 121 (Requirements for Ventilation) of the California Energy Code, CCR, Title 24, Part 6, or the applicable local code, whichever is more stringent, and Chapter 4 of CCR, Title
8. 3. For buildings equipped with demand control ventilation, carbon dioxide sensors and ventilation controls shall be specified and installed in accordance with the requirements of the current edition of the California Energy Code, CCR, Title 24, Part 6, Section 121(c).
C. Section 5.507:
1. Employ building assemblies and components with Sound Transmission Coefficient (STC) values determined in accordance with ASTM E90 and ASTM E 413. a. Wall and roof-ceiling assemblies making up the building envelope shall have an STC of at least 50, and exterior windows shall have a minimum STC of 30 for any of the following locations: (1) Within 1000 ft. of right of ways of freeways, (2) Within 5 mi. of airports serving more than 10,000 commercial jets per year, (3) Where sound levels at the property line regularly exceed 65 decibels, other than occasional sound due to church bells, train horns, emergency vehicles, and public warning systems. b. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public spaces shall have an STC of at least 40.
D. Section 5.508:
1. Installations of HVAC, refrigeration and fire suppression equipment shall not contain CFC's nor halon.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Construction Indoor Air Quality Management Roseville, California 01 35 20 - 1
SECTION 013520
CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT
PART 1 – GENERAL
1.01 SUMMARY
A. The Contractor shall provide all necessary equipment and material resources required to meet the requirements of this section.
1.02 SUBMITTALS
A. The Contractor shall provide the following documentation:
1. Construction Indoor Quality Management Plan:
a. The Plan shall identify the five SMACNA IAQ requirements for Occupied Buildings under Construction, 1995, Chapter 3.
1) Part 3.01 of this Section, Indoor Air Quality Plan during Construction, can be used as a basis for development of the plan.
b. Provide a Draft of the plan prior to the start of building construction. c. Provide a Final version of the Construction IAQ Management Plan after completing the requirements of this section.
1) The final Plan must be revised to reflect the actual as-built conditions of this project.
2. Construction Indoor Air Quality Procedures Photographs:
a. Provide photographs of construction IAQ management measures such as protection of ducts and on-site stored or installed absorptive materials. b. Photographs shall be taken on at least three different occasions during the interior finish work:
1) The first two to four weeks of the work.
2) The middle two to four weeks of the work.
3) The last two to four weeks of the work.
c. On each occasion at minimum of six photographs representing at least three different Construction IAQ measures shall be taken. This represents a total of 18 photographs. d. Photographs shall be color, between 3"x5" and 8"x10" in size and of normal photographic quality (70 pixel resolution or better).
3. Filtration Media Product Data:
a. Provide cut sheets for filtration media installed: Not for Construction For Council Approval
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1) During Construction.
2) During the flush out.
3) After the flush out and prior to occupancy.
4) The cut sheets shall highlight the MERV values of the media.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 INDOOR AIR QUALITY MANAGEMENT DURING CONSTRUCTION:
A. During construction the Contractor shall meet or exceed the minimum requirements of the Sheet Metal and Air Conditioning National Association (SMACNA), IAQ Guidelines for Occupied Buildings under Construction, 2008, Chapters 3 and 4, for the items listed below. The SMACNA guidelines have been modified to address the special issues and needs of a new construction project:
B. HVAC Protection:
1. Protect all air handling and distribution equipment, and air supply and return ducting during construction.
2. Adequately cover and protect all exposed air inlets and outlets openings, grilles, plenums, etc. to prevent water, moisture, dust, and other contaminate intrusion.
3. Apply protection immediately after installation of equipment and ducting.
4. Ducting runs that require more than a single day to install shall be protected at the end of each day's Work.
5. Install air filters with a MERV filtration value of 8, as determined by ASHRAE 52-2-1999, over all air return grilles.
C. Source Control:
1. Protect stored on-site or installed absorptive or porous materials such as batt insulation and drywall from exposure to moisture.
2. Do not use wet damaged porous materials in the building.
3. Provide adequate ventilation of packaged dry products prior to installation. Remove from packaging and ventilate in a secure, dry, well-ventilated space free from strong contaminant sources and residues.
4. Provide a temperature range of 60 degrees F minimum to 90 degrees F maximum continuously during the ventilation period. Do not ventilate within limits of Work unless otherwise approved by the Architect. Not for Construction For Council Approval
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5. Route material deliveries and construction waste removal around the exterior of the building, not through it.
D. Pathway Interruption:
1. The Owner does not plan to occupy the building until construction is complete. Pathway interruption is not required for this project.
E. Housekeeping:
1. Minimize accumulation of dust fumes, vapors, or gases in the building.
2. Suppress dust with wetting agents or sweeping compounds.
3. Clean-up dust using a wet rag or damp mop.
4. Increase the cleaning frequency when dust build-up is noted.
5. Remove spills or excess applications of solvent-containing products as soon as possible.
6. Remove accumulated water and keep work areas as dry as possible.
7. Vacuum using HEPA filtered vacuum cleaners.
8. Store volatile liquids, including fuels and solvents, in closed containers and outside of the building when not in use.
9. Keep volatile liquid containers closed when the container is inside of the building and not in use.
F. Scheduling:
1. Schedule for application of interior finishes including time frames for the application of wet materials onto dry materials, dry materials onto wet materials, and expected curing times for applied wet materials.
2. Wet materials include all paints, adhesives, sealants, coatings, finishes, and spray-applied materials, such as structural fireproofing.
3. Insure that all wet applied interior finish materials are properly and fully cured before installing other finish materials over them.
4. Install carpets and furnishings after all of the interior finish materials have been applied and fully cured.
5. Provide sufficient ventilation, air circulation and air changes to properly cure materials.
6. Provide sufficient ventilation, air circulation and air changes to dissipate excessive humidity when present.
3.02 INDOOR AIR QUALITY MANAGEMENT PRIOR TO OCCUPANCY:
A. After completion of the building flush out and immediately prior to occupancy replace of all HVAC filtration media installed in the HVAC system during construction and/or during slush out with new Not for Construction For Council Approval
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filitration media. The new filtration media shall have at least a Minimum Efficiency Reporting Value (MERV) of 13 as determined by ASHRAE Standard 52.2-1999.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Testing and Inspection
Fresno, California 01 41 00 - 1
SECTION 01 41 00
TESTING AND INSPECTION
PART 1 - GENERAL
1.01 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of work, including that of his subcontractors, to ensure conformance to the Contract Documents for materials, workmanship, construction, finish, functional performance and identification.
B. This control shall be established for all construction where the Contract Documents provide for specific compliance tests by testing laboratories or engineers.
C. Contractor's control system shall specifically include all testing assigned to the Contractor or his subcontractors by various sections of the Specifications.
1. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents.
2. Controls shall be adequate to cover all construction operations and shall be keyed to the proposed construction schedule.
1.02 INSPECTION OF THE WORK/TESTING LABORATORY
A. The Work shall be conducted under the general observation of the Architect and shall be subject to inspection by the Architect and other representatives of the District to ensure strict compliance with the requirements of the Contract Documents. Such inspection may include mill, plant, shop, or field inspection, as required. The Architect shall be permitted access to all parts of the Work, including plants where materials or equipment are manufactured or fabricated.
B. The presence of the Architect or any inspector(s), however shall not relieve the Contractor of the responsibility for the proper execution of the Work in accordance with all requirements of the Contract Documents. Compliance is a duty of the Contractor, and said duty shall not be avoided by any act or omission on the part of the Architect or any inspector(s).
C. Testing and inspections per special inspection requirements of the Uniform Building Code, and as called for in these specifications, will be performed by an independent testing laboratory as selected and paid for by the Owner.
D. Testing and inspection services which are performed shall be in accordance with requirements of the Uniform Building Code, current adopted edition, and as specified herein. Testing and inspection services shall verify that work meets the requirements of the contract documents.
1. Selection of the material required to be tested will be by the laboratory and not by the Contractor.
E. Testing and inspections will be performed by an independent testing laboratory selected and employed by the District. Procedural and acceptance criteria are set forth in California Code of Regulations (CCR) Title 24 Part 1, Administrative Regulations, Sec. 4-335, for testing of materials and Sec. 4-333 for special inspections and Interpretation of Regulations, IR 1-1, dated 9/89. Not for Construction For Council Approval
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F. Testing and inspection services which are performed shall be in accordance with requirements of CCR Title 24 Part 1, Administrative Regulations, and as specified herein. Testing and inspection services shall verify that work meets the requirements of the Contract Documents.
G. In general, tests and inspections for structural materials shall include all items enumerated on the Structural Tests and Inspections list for this project as prepared and distributed by the Architect.
H. Test reports shall be signed by a registered Civil Engineer licensed in the State of California.
1.03 PAYMENTS
A. Costs of initial testing and special inspection, except as specifically modified hereinafter or specified otherwise in the technical sections, will be paid for by the District, provided such tests indicate compliance with the contract documents. Initial tests and inspections are defined as the first tests and inspections as specified.
B. In the event a test or inspection indicates failure of a material or procedure to meet requirements of the contract documents, costs for retesting will be paid for by the Owner and backcharged to the contractor.
C. Additional tests not specified but requested by the Architect or District, shall be paid for by the District, unless results of such tests or inspections are found not to be in compliance with the Contract Documents, in which case the contractor will be backcharged for the costs for initial testing as well as retesting and re-inspection.
D. Costs for additional tests or inspections required because of change in materials being provided or change of source of supply shall be paid for by the Owner and backcharged to the contractor.
E. Costs for any work which is required to correct any deficiencies shall be paid for by the subcontractor.
F. Costs for any testing which is required solely for the convenience of the subcontractor in his scheduling and performance of the work shall be paid for by the subcontractor.
G. Overtime costs for testing and inspections performed outside the regular work day hours, including weekends and holidays, will be paid for by Owner and backcharged to the contractor.
H. Testing Laboratory will separate and identify on the invoices, the costs covering all testing and inspections which are to be backcharged to the contractor as specified above.
1.04 TESTING AND INSPECTION REPORT
A. Testing laboratory will certify in writing that all work specified or required to be tested and inspected conforms to or does not conform to drawings, specifications and applicable building codes.
B. The Testing Laboratory will make the following distribution of all test and inspection reports within 15 days of testing:
District 2
Architect 1
Structural Engineer 1
Contractor 1
Governing Building Dept.1 Not for Construction
For Council Approval
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C. Test reports shall include all tests made, regardless of whether such tests indicate that the material is satisfactory or unsatisfactory. Samples taken but not tested shall also be reported. Records of special sampling operations as required shall also be reported. The reports shall show that the material or materials were sampled and tested in accordance with the requirements of CCR Title 24 Part 1 Administrative Regulations, Part 2 California Building Code, and with the approved specifications. They shall also state definitely whether or not the material or materials tested comply with requirements.
1.05 REPORTING TEST OR INSPECTION FAILURES
A. Immediately upon Testing Laboratory determination of a test or inspection failure, the Laboratory will telephone the results of test to Architect. On the same day, Laboratory will send written test results to those named on above distribution list.
B. Immediately upon notification of test or inspection failure, the Contractor shall notify the Architect of the test results and what steps will be taken to correct the problem areas.
1.06 AVAILABILITY OF SAMPLES
A. Contractor shall make materials required for testing available to Laboratory and assist in acquiring these materials as directed by Architect. The samples shall be taken under the immediate direction and supervision of the Testing Laboratory.
B. If work which is required to be tested or inspected is covered up without prior notice or approval, such work may be uncovered at the discretion of Architect.
C. Unless otherwise specified, Contractor shall notify Testing Laboratory a minimum of ten (10) working days in advance of all required tests, and a minimum of two (2) working days in advance of all required inspections.
D. Contractor shall give sufficient advance notice to Testing Laboratory in the event of cancellation or time extension of a scheduled test or inspection.
E. Material shipped by the Contractor from the source of supply before having satisfactorily passed such testing and inspection or before the receipt of notice from the District's Representative that such testing and inspection will not be required, shall not be incorporated in the Project.
1.07 REMOVAL OF MATERIALS
A. Unless otherwise directed, materials not conforming to the requirements of Contract Documents shall be promptly removed from the job site.
1.08 INSPECTION BY THE CITY
A. The Architect shall at all times have access for the purpose of inspection to all parts of the work and to the shops wherein the work is in preparation, and the Contractor shall at all times maintain proper facilities and provide safe access for such inspection.
B. The City shall have the right to reject materials and workmanship which are defective, or to require their correction. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the City. If the Contractor does not correct such rejected work within a reasonable time, fixed by written notice, the City Not for Construction For Council Approval
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may correct such rejected work and charge the expense to the Contractor.
C. Should it be considered necessary or advisable by the District at any time before final acceptance of the entire work to make an examination of work already completed by removing or tearing out the completed work, the Contractor shall on request promptly furnish necessary facilities, labor and materials. If such work is found to be defective in any respect due to fault of the Contractor or his subcontractor, he shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such work is found to meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor.
1.09 CITY'S INSPECTOR
A. An Inspector employed by the City in accordance with the requirements of CCR Title 24 Part 1, Administrative Regulations, will be assigned to the work. His duties are specifically defined in CCR Title 24 Part 1, Sec. 4-342.
B. The work of construction in all stages of progress shall be subject to the personal continuous observation of the Inspector. He shall have free access to any or all parts of the work at any time. The Contractor shall furnish the Inspector reasonable facilities for obtaining such information as may be necessary to keep him fully informed respecting the progress and manner of the work and the character of the materials. Inspection of the work shall not relieve the Contractor from any obligation to fulfill this Contract.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel References and Definitions
Roseville, California 01 42 00 - 1
SECTION 01 42 00
REFERENCES AND DEFINITIONS
1. GENERAL
1.01 Summary. Section includes: Reference Standards, abbreviations, symbols, and definitions used in Contract Documents. Full titles are given in this Section for standards cited in other Sections of Specifications.
2. REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL SOCIETIES;
REPORTING AND RESOLVING DISCREPANCIES
2.01 References
A. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code, or laws or regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated in the Contract Documents.
B. If during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Document or between the Contract Documents and any provision of any such law or regulation applicable to the performance of the Work or of any such standard, specification, manual, or code or of any instruction of any supplier, Contractor shall report it in writing at once to Owner’s Representative and Architect/Engineer, and Contractor shall not proceed with the Work affected thereby until consent to do so is given by Owner.
2.02 Precedence
A. Except as otherwise specifically stated in the Contract Document or as may be provided by Change Order, CCD, or Supplemental Instruction, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and:
1. The provisions of any such standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Document); or,
2. The provisions of any such laws or regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such law or regulation).
B. No provision of any such standard, specification, manual, code, or instruction shall be effective to change the duties and responsibilities of Owner, Owner’s Representative, Architect/Engineer or Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents, nor shall it be effective to assign to Owner, Architect/Engineer, or any of their consultants, agents, representatives or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any Not for Construction For Council Approval
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Johnson Pool House Remodel References and Definitions
Roseville, California 01 42 00 - 2
duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents.
C. Referenced Grades, Classes, and Types. Where an alternative or optional grade, class, or type of product or execution is included in a reference but is not identified in Drawings or in Specifications, provide the highest, best, and greatest of the alternatives or options for the intended use and prevailing conditions.
D. Edition Date of References. When an edition or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date of opening Bids. All amendments, changes, errata and supplements as of the effective date shall be included.
E. ASTM and ANSI References. Specifications and Standards of the American Society for Testing and Materials (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by the abbreviation and number only and may not be further identified by title, date, revision, or amendment. IT is presumed that Contractor is familiar with and has access to these nationally – and industry – recognized specifications and standards.
2.03 Definitions
A. Meaning of Words and Phrases. Wherever any of the words or phrases defined below, or a pronoun used in place thereof, is used in any part of the Contract Documents, it shall have the meaning here set forth. Where abbreviations and symbols are used, such abbreviations and symbols shall be given their common meaning in the construction industry. In the Contract Documents, the neuter gender includes the feminine and masculine, and the singular number includes the plural.
B. While Owner has made an effort to identify all defined terms with initial caps, the following definitions shall apply regardless of case unless the context otherwise requires:
1. Addenda: Written or graphic instruments issued prior to the opening of Bids, which clarify, correct, or change the bidding requirements or the Contract Documents. Addenda shall not include the minutes of the PreBid Conference and/or Site Visit.
2. Agreement (Document 00 5200): Agreement is the basic Contract Document that binds the parties to construction Work. Agreement defines relationships and obligations between Owner and Contractor and by reference incorporates Conditions of Contract, Drawings, and Specifications and contains Addenda and all Modifications subsequent to execution of Contract Documents.
3. Alternate: Work added to or deducted from the base Bid, if accepted by Owner.
4. Application for Payment: Written application or monthly or periodic progress or final payment made by Contractor complying with the Contract Documents. Not for Construction
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5. Approved Equal: Approved in writing by Owner as being of equivalent quality, utility and appearance.
6. Architect/Engineer: If used elsewhere in the Contract Documents, “Architect/Engineer” shall mean a person (or that person’s firm) holding a valid California State Architect’s or Engineer’s license representing the Owner in the administration of the Contract Documents.
Architect/Engineer may be an employee of or an independent consultant to Owner. When Architect/Engineer is referred to within the Contract Documents and not an employee of Owner, Architect/Engineer shall be construed to include employee of Architect/Engineer and/or employees that Architect/Engineer supervises. When the designated Architect/Engineer is an employee of Owner, his or her authorized representatives on the Project will be included under the term Architect/Engineer. If Architect/Engineer is an employee of Owner, Architect/Engineer is the beneficiary of all Contractor obligations to Owner, including without limitation, all releases and indemnities.
Architect/Engineer may also be referred to as Architect or Engineer.
7. Asbestos: Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by OSHA or Cal/OSHA.
8. Bid: The offer or proposal of the Bidder submitted on the prescribed form(s) setting forth the prices for the Work to be performed.
9. Bidder: One who submits a Bid.
10. Bidding Documents: All documents comprising the Project Manual (including all documents and Specification Sections listed in Document 00 0110 “Table of Contents”), including documents supplied for bidding purposes only and Contract Documents.
11. Board: The governing body of the Owner.
12. Business Day: Any Day other than Saturday, Sunday, and the following days that have been designated as holidays by Owner. If a holiday falls on a Saturday, the preceding Friday will be the holiday. If a holiday falls on a Sunday, the following Monday will be the holiday. The following are holidays: New Year’s Day, January 1; Martin Luther King Jr.’s Birthday, third Monday in January; Lincoln’s Birthday, February 12; Presidents’ Day, third Monday in February; Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, first Monday in September; Veterans’ Day, November 11; Thanksgiving Day, as designated by the President; The Day following Thanksgiving Day; Christmas Day, December 25; each day appointed by the Governor of California and formally recognized by the Governing Board as a day of mourning, thanksgiving, or special observance.
13. By Owner: Work that will be performed by Owner or its agents at the Owner’s expense.
14. By Others: Work that is outside scope of Work to be performed by Contractor under this Contract, which will be performed by Owner, other Not for Construction For Council Approval
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contractors, or other means.
15. Change Order: A written instrument prepared by Owner and signed by Owner and Contractor, stating their agreement upon all of the following:
(i.) a change in the Work; (ii.) the amount of the adjustment in the Contract Sum, if any; and (iii.) the amount of the adjustment in the Contract Time, if any.
16. Code Inspector: A local or state agency responsible for the enforcement of applicable codes and regulations.
17. Concealed: Work not exposed to view in the finished Work, including within or behind various construction elements.
18. Construction Change Directive (“CCD”): A written order prepared and signed by Owner, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum or Contract Time, or both.
19. Contract Amount: a change order price, line item price, Contract Sum, or other price assigned to a scope of work.
20. Contract Conditions or Conditions of the Contract: Consists of two parts:
General Conditions and Supplementary Conditions. General Conditions are general clauses that are common to the Owner Contracts, including Document 00 7200 (General Conditions). Supplementary Conditions modify or supplement General Conditions to meet specific requirements for Contract Documents, including Document 00 7201 (Supplementary Conditions).
21. Contract Documents and Contract: Contract Documents and Contract shall consist of the documents identified as the Contract Documents in Document 00 5200 (Agreement), plus all changes, Addenda, and modifications thereto.
22. Contract Modification: Either: (i.) a written amendment to Contract signed by Contractor and Owner; or (ii.) a Change Order; or (iii.) a Construction Change Directive; or (iv.) a written directive for a minor change in the Work issued by Owner.
23. Contract Sum: The sum stated in the Agreement and, including authorized adjustments, the total amount payable by Owner to Contractor for performance of the Work and the contract Documents.
The Contract Sum is also sometimes referred to as the Contract Price or the Contract Amount.
24. Contract Time: The number or numbers of Days or the dates stated in the Agreement to achieve Substantial Completion of the Work or designated Milestones; and/or to achieve Final Completion of the Work so that it is ready for final payment and is accepted.
25. Contractor: The person or entity identified as such in the Agreement and referred to throughout the Contract Documents as if singular in number and neutral in gender. The term “Contractor” means the Contractor or its Not for Construction For Council Approval
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authorized representative.
26. Contractor’s Employees: Persons engaged in execution of Work under Contract as direct employees of Contractor, as Subcontractors, or as employees of Subcontractors.
27. Day: One calendar day of 24 hours measured from midnight to the next midnight, unless the word “day” is specifically modified to the contrary.
28. Defective: An adjective which, when modifying the word “Work,” refers to Work that is unsatisfactory or unsuited for the use intended, faulty, or deficient, that does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents (including but not limited to approval of Samples and “or equal” items), or has been damaged prior to final payment (unless responsibility for the protection thereof has been assumed by Owner).
29. Drawings: The graphic and pictorial portions of Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams.
30. Equal: Equal in opinion of Owner. Burden of proof of equality is responsibility of Contractor.
31. Final Acceptance of Final Completion: Owner’s acceptance of the Work as satisfactorily completed in accordance with Contract Documents.
Requirements for Final Acceptance/Final Completion include, but are not limited to:
a. Final cleaning is completed.
b. All systems having been tested and accepted as having met requirements of Contract Documents.
c. All required instructions and training sessions having been given by Contractor.
d. All Project Record Documents having been submitted by Contractor, reviewed by Owner, and accepted by Owner.
e. All punch list Work, as directed by Owner, having been completed by Contractor.
f. Generally, all Work, except Contractor maintenance after Final Acceptance/Final Completion, having been completed to
satisfaction of Owner.
32. Force Account: Work directed to be performed without prior agreement as to lump sum or unit price cost thereof, and which is to be billed at cost for labor, materials, equipment, taxes, and other costs, plus a specified percentage for overhead and profit. Not for Construction For Council Approval
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33. Exposed: Work exposed to view in the finished Work, including behind louvers, grilles, registers and various other construction elements.
34. Furnish: Supply only, do not install.
35. Indicated: Shown or noted on the Drawings.
36. Install: Install or apply only, do not furnish.
37. Latent: Not apparent by reasonable inspection, including but not limited to, the inspections and research required as a condition to bidding under Document 00 7200 (General Conditions).
38. Law: Unless otherwise limited, all applicable laws including without limitation all federal, state, and local laws, statues, standards, rules, regulations, ordinances, and judicial and administrative decisions.
39. Material: This word shall be construed to embrace machinery, manufactured articles, materials of construction (fabricated or otherwise), and any other classes of material to be furnished in connection with Contract, except where a more limited meaning is indicated by context.
40. Milestone: A principal event specified in Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all Work.
41. Modification: Same as Contract Modification.
42. Not in Contract or “NIC”: Work that is outside the scope of Work to be performed by Contractor under Contract Documents.
43. Notice of Completion: Shall have the meaning provided in California Civil Code §3093, and any successor statue.
44. Off Site: Outside geographical location of the Project.
45. Owner: Owner is defined in Document 00 5200 (Agreement).
46. Owner-Furnished, Contractor Installed: Items furnished by Owner at its cost for installation by Contractor at its cost under Contract Documents.
47. Owner’s Representative(s): See Document 00 5200 (Agreement).
48. Partial Utilization: use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all of the Work.
49. PCBs: Polychlorinated biphenyls.
50. Phase: A specified portion of the Work (if any) specifically identified as a Phase in Document 00 5200 (Agreement) or Document 01 1100 (Summary).
51. Product Data: That information (brochures, catalog sheets, Not for Construction For Council Approval
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manufacturer’s cut sheets, etc.) supplied by vendors having technical and commercial characteristics of the supplied equipment or material and accompanying commercial terms such as warranties, instructions, and manuals.
52. Progress Repot: A periodic report submitted by Contractor to Owner with progress payment invoices accompanying progress schedule. See Document 00 7200 (General Conditions).
53. Project: Total construction of which Work performed under Contract Documents may be whole or part.
54. Project Manager: If used elsewhere in the Contract Documents, “Project Manager” shall mean a person representing the Owner in the administration of the Contract Documents. Project Manager may be an employee of or an independent consultant to Owner. When Project Manager is referred to within the Contract Documents and no Project Manager has in fact been designated, then the matter shall be referred to Owner. The term Project Manager shall be construed to include employees of Project Manager and/or employees that Project Manager supervises. When the designated Project Manager is an employee of Owner, his or her authorized representatives on the Project will be included under the term Project Manager. IF project Manager is an employee of Owner Project Manager is the beneficiary of all Contractor obligations to Owner, including without limitation, all releases and indemnities.
55. Project Manual: Project Manual consists of Bidding Requirements, Agreement, Bonds, Certificates, Contract Conditions, Drawings, and Specifications.
56. Project Record Documents: All Project deliverables required under the Contract Documents, including without limitation, as built drawings; Installation, Operation, and Maintenance Manuals; and Machine Inventory Sheets.
57. Provide: Furnish and Install.
58. Request for Information (“RFI”): A document prepared by Contractor requesting information regarding the Project or Contract Documents.
The RFI system is also a means for Owner to submit Contract Document clarifications or supplements to Contractor.
59. Request for Proposals (“RFP”): A document issued by Owner to Contractor whereby Owner may initiate changes in the WORK OR contract Time as provided in Contract Documents.
60. Request for Substitution (“RFS”): A document prepared by Contractor requesting substitution of materials as permitted and to the extent permitted in Contract Documents.
61. RFI-Reply: A document consisting of supplementary details, instructions, or information issued by Owner that clarifies or supplements Contract Documents, and with which Contractor shall comply. RFI- Not for Construction For Council Approval
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Replies do not constitute changes in Contract Sum or Contract Time except as otherwise agreed in writing by Owner. RFI-Replies will be issued through the RFI administrative system.
62. Samples: Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged.
63. Shop Drawings: All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work.
64. Shown: As indicated on Drawings.
65. Site: The particular geographical location of Work performed pursuant to the Contract Documents.
66. Specifications: The written portion of the Contract Documents consisting of requirements for materials, equipment, construction systems, standards, and workmanship for the Work; performance of related services.
67. Specified: As written in Specifications.
68. Subcontractor: A person or entity that has a direct contract with Contractor to perform a portion of the Work at the Site. The term “Subcontractor” is referred to throughout the Contract Documents as if singular in number and neutral in gender and means a Subcontractor or an authorized representative of the Subcontractor. The term “Subcontractor” does not include a separate contractor or subcontractors of a separate contractor.
69. Substantial Completion: The Work (or a specified part thereof) has progressed to the point where, in the opinion of Owner as evidenced by a notice or certificate of Substantial Completion, the Work is sufficiently complete, in accordance with Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended, and unperformed or incomplete work elements are minor in nature; or if no such certificate is issued, when the Work (or specified part) is complete and ready for final payment as evidenced by written recommendation of Owner for final payment. The terms “Substantially Complete” and “Substantially Completed” as applied to all or part of the Work refer to Substantial Completion thereof.
70. Supplemental Instruction: A written directive from Owner Contractor ordering alterations or Modifications that do not result in change in Contract Sum or Contract Time, and do not substantially change Drawings or Specifications.
71. Testing and special inspection agency: An independent entity engaged to inspect and/or test and workmanship, materials, or manner of construction of buildings, or portions of buildings, to determine if such construction complies with the Contract Documents and applicable Not for Construction For Council Approval
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codes.
72. Underground Facilities: All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities that have been installed underground to furnish any of the following services or materials:
Electricity, gases, chemicals, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems, or water.
73. Unit Price Work: Shall be the portions of the Work for which a unit price is provided in Document 00 5200 (Agreement) or Section 01 1100 (Summary).
74. Work: The entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents within the Contract Time. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents including everything shown in the Drawings and set forth in Specifications. Wherever the work “work” is used, rather than the word “Work,” it shall be understood to have its ordinary and customary meaning.
C. Other Defined Terms. The following terms are not necessarily identified with initial caps; however, they shall have the meaning set forth below:
1. Wherever words “as directed,” as “as required,” “as permitted,” or words of like effect are used, it shall be understood that direction, requirements, or permission of Owner is intended. Words sufficient, “necessary,” “proper,” and the like shall mean sufficient necessary, or proper in judgment of Owner. Words “approved,” “acceptable,” “satisfactory,” “favorably reviewed,” or words of like import, shall mean approved by, or acceptable to, or satisfactory to, or favorably reviewed by Owner.
2. Wherever the word “may” or “ought” is used, the action to which it refers is discretionary. Wherever the word “shall” or “will” is used, the action to which it refers is mandatory.
END OF DOCUMENT
Not for Construction
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Johnson Pool House Remodel Environmental Protection
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SECTION 01 45 00
ENVIRONMENTAL PROTECTION
PART 1 - GENERAL
1.01 SUMMARY
A. This Section establishes general requirements pertaining to abatement and control of environmental pollution arising from activities of the Contractor and his subcontractor or subcontractors in performance of the Work of the Contract.
1. The Contractor is required to implement Best Management Practices (BMP’s) during construction and prevent pollution to the storm water conveyance system. Also, adjacent storm drain inlets shall be protected at all times during the construction of the improvements.
2. Prior to the Notice to Proceed with construction, the Contractor shall complete, sign and submit the Construction Storm Water Management Plan (CSWMP) Form, to manage storm water and non-storm water discharges from the site at all times. The CSWMP shall describe all BMP’s to be implemented during construction. Specific BMP implementation may be dependent on wet or dry season operations, all to the satisfaction of the Architect.
Contractor is responsible for complying with all codes, regulations, and modifications required by authorities having jurisdiction regarding the SWPPP.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions and other Sections in Division 1 of these Specifications.
2. Additional requirements may be stated in various other Sections of the Specifications.
3. Storm Water Pollution Prevention Plan and Erosion Control Plan.
C. Definitions:
1. The term "environmental pollution," as used in this Section, means:
a. The presence of chemical, physical, or biological elements or agents which:
1) Adversely affect human health and/or welfare;
2) Unfavorably alter ecological balances that are of importance to human life; 3) Affect other species of importance to man;
4) Degrade the utility of the environment for aesthetic and/or recreational purposes; b. The control of environmental pollution requires consideration of air, water and land, and involves noise, solid waste-management, and management of radiant energy and radioactive materials, as well as other pollutants.
2. Contaminants:
a. "Sediment" means soil and other debris that have been eroded and transported by Not for Construction For Council Approval
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runoff water.
b. "Solid waste" means rubbish, debris, garbage, and other discarded solid materials resulting from construction activities, including a variety of combustible and noncombustible wastes such as ashes, waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings. c. "Chemical waste" includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, disinfectants, organic chemicals, and inorganic wastes; some of which may be classified as "hazardous." d. "Sanitary wastes":
1) "Sewage" means that which is considered as domestic sanitary sewage; 2) "Garbage" means refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.
e. "Hazardous materials" means such materials as are so defined by applicable laws and regulations.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 013000.
B. Prior to commencement of the Work of this Contract:
1. Compile and submit to the Architect a written environmental protection program proposed by the Contractor for compliance with the requirements of this Section.
2. Meet with the Architect to review the proposed environmental protection program and to make any changes in the plan, as required by the Architect, prior to commencement of the Work.
3. Prior to commencement of the Work, secure the Architect's approval of the written environmental protection program.
4. Obtain all necessary Federal and State approvals.
1.03 QUALITY CONTROL
A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this Section.
B. Comply with all pertinent Federal, State, and local regulations pertaining to water, air, solid waste, and noise pollution.
C. Require subcontractors to comply with the provisions of this Section.
1.04 PAYMENT
A. Full compensation for making said provisions shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore. Not for Construction
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment which produce harmful noise over 85 decibels at 100 feet.
3.01 PROTECTION OF NATURAL RESOURCES
A. It is intended that the land resources within boundaries of the Project, but outside the limits of permanent Work performed under this Contract, shall be preserved in their present condition or be restored to a condition after completion of construction that will appear to be natural and not detract from the appearance of the Project.
1. Areas outside the project boundary are to be considered environmentally sensitive lands.
No impact on these areas will be permitted, including disposing of construction materials, grading operations, storage or vehicles and equipment, access to other areas of the site or any other activity connected to the project.
B. Insofar as possible, Contractor shall confine activities to pertinent areas defined on the Drawings or elsewhere in the Contract Documents.
1. Return construction areas to their pre-construction elevations except where surface elevations are otherwise noted to be changed.
2. Maintain natural drainage patterns.
3. Conduct construction activities in such a manner that pooling of stagnant water will not occur at any time.
C. Land resources:
1. Do not remove, cut, deface, injure, or destroy trees or other vegetation outside the limits of the Work.
2. Do not remove, cut, deface, injure, or destroy trees or other vegetation inside the work area limits except as allowed in writing by the Architect.
3. Land resources damaged by the Contractor shall be promptly replaced or repaired to the approval of the District and at the Contractor's expense.
D. Tree trimming:
1. In accordance with recognized standards for such work, and as indicated, trim and seal tree limbs overhanging the line of the Work and in danger of being damaged by the Contractor's operations.
2. Remove other tree limbs as directed by the Architect so the tree will present a balanced appearance. Not for Construction
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3. Roots:
a. Do not cut roots unnecessarily during excavating or trenching operations. b. Expose roots 3" in diameter or larger, encountered in the course of excavation, and do not sever but wrap them in burlap as a protective measure while exposed. c. At the edge of the excavation or trench, neatly trim all roots 1" in diameter or larger that are severed in the course of excavation and paint them with a heavy coat of tree seal approved by the Architect.
E. Do not allow the depositing of mud and debris from construction vehicles onto public streets; sweep turning areas and pavement entrances as needed to remove any and all spills or material tracked onto the public street.
F. Water resources:
1. Reference General Conditions regarding compliance with State Storm Water permit for Construction. Prevent oily or other hazardous substances from entering the ground, drainage areas, or other bodies of water in such quantities as to affect aesthetics or normal use or to produce a measurable impact upon the area.
2. In accordance with applicable regulations, gather and dispose of soil or water which is contaminated with oily substance due to the Contractor's operations.
3. De-chlorinate chlorinated water prior to discharge, and do not permit chlorinated water to enter the ground or surface waters.
4. Do not pump ground water into natural surface water channels or in any other manner permit ground water to enter natural surface water.
G. Noise control:
1. Do not permit noise levels exceeding the following:
a. Trenchers, pavers, graders, and trucks: 85 dba at 100 feet as measured under the noisiest operating conditions;
b. All other equipment: 85 dba at 50 feet.
c. Use "whisperized" type generators as approved by the Architect.
2. Jack hammers:
a. Equip with exhaust mufflers and steel muffling sleeves; b. Use "whisperized" type air compressors as approved by the Architect.
3. Operations:
a. Keep noisy equipment as far as possible from noise-sensitive site boundaries; b. Do not leave machines idling;
c. Use electric power in lieu of internal combustion engine power when practicable; Not for Construction For Council Approval
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d. Do not leave equipment on when unattended.
e. Maintain equipment in a manner to reduce noise from excessive vibration, faulty mufflers, and similar sources;
f. Provide mufflers on all engines;
g. Schedule operations to minimize their duration at any given location.
4. Monitoring:
a. As needed, provide portable sound metering devices meeting requirements of. ANSI S1.4 for Type 2 sound level meters.
b. Promptly locate and correct non-complying noise levels.
3.02 ARCHAEOLOGICAL FINDINGS DURING CONSTRUCTION?
A. There are no known archaeological remains at the Project site. However, the City may employee a monitor during grading operations.
B. Should skeletons, artifacts, or other archaeological remains be uncovered:
1. Suspend operations of this Contract at the site of discovery;
2. Continue operations in other areas;
3. Notify the Architect immediately of the finding.
C. The Architect will provide directions regarding resuming the work after archaeological investigations/evaluations are completed.
3.03 BURNING RUBBISH AND DEBRIS
A. Open burning of rubbish, debris, and/or other combustibles will not be permitted on the site.
3.04 DUST CONTROL
A. Provide within the proposed plan for environment protection an acceptable program to prevent generation of dust due to operation under this Contract. This includes dust in the buildings.
3. 05 COMPLIANCE
A. The Architect will notify the Contractor in writing of any noncompliance with the provisions of this Section, and will describe actions to be taken.
1. Such notice, when delivered to the Contractor or his authorized representative at the job site, will be deemed sufficient for the purpose.
2. Immediately upon receipt of such notice, initiate the required action or actions.
B. Noncompliance:
1. If the Contractor fails or refuses to comply promptly, the Architect may issue an order stopping all or part of the Work of this Contract until satisfactory corrective action has been taken. Not for Construction
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2. No part of the time lost due to any such Stop Orders shall be made the subject of a Claim for extension of time or for excess costs or damages by the Contractor.
END OF SECTION
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For Council Approval
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SECTION 01 50 00
CONSTRUCTION FACILITIES
PART 1 - GENERAL
1.01 DESCRIPTION:
A. Work included: Furnish all materials and labor to provide temporary facilities and controls during construction for all trades.
B. Job Conditions: Temporary facilities and construction processes and techniques employed on this project shall be in strict compliance with all applicable codes.
1.02 QUALITY ASSURANCE
A. Regulations: Comply with requirements of local laws and regulations governing construction and local industry standards, in installation and maintenance of temporary services and facilities.
1. Building Codes, including local requirements for permits, testing and inspection.
2. Local, county and city health and safety regulations.
3. Regulations and recommendations governing temporary utility services.
4. Police and Fire Department rules and recommendations.
5. EPA regulations governing use of water and energy, and the control of dust, noise and other nuisances.
6. Requirements of the Regional Water Quality Board.
7. Code of Regulations that regulates environmental quality as outlined in Title 22 CCR.
8. OSHA Construction Safety Orders.
B. Standards: Comply with requirements of NFPA Code 241, "Building Construction and Demolition Operations", the ANSI-A10 Series Standards for "Safety Requirements for Construction and Demolition".
1. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations.
2. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70).
3. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.
1.05 PROJECT CONDITIONS Not for Construction
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A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance.
Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on the site.
1.06 TEMPORARY CONSTRUCTION SERVICES
A. Make all necessary arrangements for, and provide, extend, and maintain temporary utility and construction services as described and as necessary for the work of all trades and workmen employed on the project, until completion and acceptance of the project by the City, or until no longer required. When no longer required, discontinue services and remove all related materials.
1.07 RUNWAYS, LADDERS, SCAFFOLDS AND TEMPORARY STAIRS
A. Provide and maintain runways, ladders, scaffolds and temporary stairs to provide access to the work for the use of all trades.
B. Provide all temporary means of access in accordance with the "Manual of Accident Prevention in Construction" of the Associated Prime Contractors of America and with applicable Federal, State, and Local Safety Regulations.
PART 2 - PRODUCTS
2.01 FACILITIES:
A. Construction Fence and Yard Storage: Contractor will be responsible for all security controls on the project.
1. Construction Fence: Provide and maintain a temporary construction fence. Fence shall be chain link type, 6-feet high, complete with metal posts. Provide two gates, each one being a minimum of 12-feet wide. Provide separate man gate entrance.
Fence shall enclose Limit of Work and Contractor's staging and operations area.
B. Contractor's Job Office: Contractor shall coordinate with Architect for location of trailer.
Construction office shall be equipped with telephone, internet service, copier, equipment, furniture and storage required for smooth operation of the office. There shall be conference room to seat ten people, with table and chairs, for job site meetings.
C. Sanitary Facilities: Provide suitable chemical type toilets maintained in sanitary condition as approved by the Health Department. Toilets shall be removed, complete with contents upon completion of the project. All existing and newly constructed sanitary facilities within the building shall not be used under any circumstances.
D. Portable Fire Extinguishers: As minimum requirement, provide one (1) standard UL listed multipurpose dry chemical fire extinguisher with a minimum rating of 3A-60BC for each 3000 square feet of new floor space or fraction thereof and one at each tool house, temporary office, paint storage room or workshop on the premises.
1. In lieu of the above, one (1) standard 2-1/2 gallon water and one (1) 10BC rated CO2 type extinguisher, mounted as a pair, may be used for the same areas.
2. The extinguishers provided should be capable of extinguishing any type of small fire and Not for Construction For Council Approval
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be so labeled or marked that the proper extinguisher would be used on a particular type of fire.
3 Instruction of workmen in the proper use of extinguishers is required.
4. Mount extinguishers on red-painted portable wooden stands no more than 150 feet apart.
5. Post local fire department call number on each telephone instrument at project site.
E. Enclosures: Provide temporary weather-tight closures of openings in exterior surfaces to provide acceptable working conditions and protection for materials, to allow for temporary heating, and to prevent entry of unauthorized persons. Building security must be maintained at all times.
F. Barricades: Construct and maintain fences, planking, barricades, lights, shoring, and warning signs as indicated on the drawings and as required by local authorities and state safety ordinances and as required to protect the City's property from injury or loss and as necessary for the protection of the public, and provide walks around obstructions made in a public place for carrying on the work covered in this contract. Provide temporary construction fencing to protect work site from unsupervised public access at all times, without exception. Leave protection in place and maintain in good condition until removal is authorized.
G. Shoring, Anchoring, Bracing: Provide temporary shoring, anchoring and bracing required by the nature of the work in order to make all parts absolutely rigid and stable. The Contractor shall be responsible for any damage resulting from failure to provide either through lack of proper judgment or from any other cause.
H. Temporary Job Sign: Contractor shall provide and maintain a project identification sign during the course of construction. Sign shall indicate the name of the project and shall identify the San Ramon Fire Protection District and it’s Board of Directors, and shall contain the logos for each.
Sign shall also include the logo, name, address and phone number for the Architect and Contractor. Architect will provide the sign artwork to the Contractor in a pdf file. Contractor shall submit the intended sign layout and design to the Architect for approval prior to fabrication.
1. Sign shall be constructed of 4x4 treated wood frame wrapped with 3/4" marine grade plywood on all sides. All corners shall be miter cut, glued and nailed to secure. Sign shall be approximately 4'-0" x 8'-0".
2. Sign shall receive a painted gloss background with painted gloss lettering. Colors of paint shall be as selected by Architect.
3. Lettering on signage shall be a minimum of 1" for text, with a minimum of 2" lettering for titles.
4. Other Signs: Subject to prior approval of the Architect and Engineer as to size, design type and location and the local regulations, the Contractor may erect temporary signs for ease of identification and controlling traffic. The Contractor shall furnish, erect and maintain such signs as may be required by safety regulations and as necessary to safeguard life and property.
5. Signs for the purpose of Job Office identifications for the Contractor and Subcontractors, shall be uniform in appearance and shall not exceed the size of three (3) feet in height and four (4) feet in width. Not for Construction For Council Approval
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6. Install the job site sign on the site at a location of high public visibility as approved by the Architect.
I. Storage Sheds for Tools, Materials, and Equipment: Contractor may provide weather-tight, with adequate space for organized storage and access, and lighting for inspection of stored materials.
2.02 TEMPORARY LIGHT AND POWER:
A. The Contractor shall provide metered temporary lighting and power, including connection, installation and maintenance. Furnish power and light to each trade as necessary to perform the work. Use of unmetered power for construction purposes will not be permitted. New permanent electric power and lighting systems may be used for construction operations. The Contractor shall furnish separate source of power for all welding operations. Maintain lighting and make routine repairs.
B. Install circuit and branch wiring, with area distribution boxes located so that power and lighting is available throughout the construction by use of construction-type power cords.
1. The minimum requirements for the system consist of lighting required for construction needs, safe and adequate working conditions, public safety, security lighting and lighting for temporary office, storage and construction buildings.
2. Provide all equipment, including connections and other materials necessary for extending the existing utility lines to where they will be used. Coordinate the installation with the Architect.
3. The Contractor shall arrange and pay for electric service through the local utility or furnish his own portable power.
4. All permanent power used by the Contractor prior to Occupancy shall be metered and paid for by the Contractor.
5. Once the building is enclosed and the HVAC equipment is operational, power shall be available at all times to allow operation of the HVAC equipment to provide air circulation.
6. Provide light levels complying with safety regulations and codes. Provide 20 foot candles minimum inside building and 5 foot candles outside and along perimeter of site.
7. Temporary electrical power for construction shall comply with applicable NEMA, NECA, and UL Standards safety regulations and codes; temporary power shall have automatic ground fault feature and there shall be not less than one power center per floor for miscellaneous tools and equipment, located so that power is available at any desired point with no more than 100 ft. extension cords; weatherproof distribution boxes with minimum of four 20A, 120V, grounded outlets, circuit breaker protection for each outlet, and equipment grounding continuity for entire system shall be provided. Grounded UL extension cords shall be used from power centers to point of operation.
8. Ground-Fault Protection: Provide receptacle outlets equipped with ground-fault circuit Not for Construction For Council Approval
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interrupters, reset button and pilot light, for plug-in connection of power tools and equipment.
9. Provide temporary electric power for temporary field offices, temporary storage and construction buildings, temporary lighting, temporary HVAC, pumping and water control and miscellaneous requirements.
C. Remove temporary wiring and equipment when no longer needed and dispose of equipment and wiring. Repair holes left in paving, walls and partitions.
2.03. TEMPORARY HEATING, COOLING AND VENTILATION:
A. General: Portable devices will be necessary whenever heating or ventilating is required, such use and equipment used shall comply with requirements specified herein.
1. Heaters shall be NFPA approved and Underwriters Laboratories listed and approved by the Architect.
2. The Contractor shall pay cost of fuel used.
3. Use of unmetered gas obtained for temporary service is prohibited.
4. Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate progress of the work to meet specified minimum conditions including manufacturer's minimum recommended temperatures for the installation of materials, and to protect materials and finishes from damage due to temperatures or humidity. In no case shall temperature within building be less than 50 degrees F.
5. Provide adequate forced ventilation of enclosed areas for curing of installed materials to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors and gases.
B. Unless specified otherwise in the Specification of this Contract, the Contractor shall:
1. Provide heat as necessary to protect all work, materials, and equipment against injury from dampness and cold.
2. Protect, cover and/or heat as may be necessary, to produce and maintain a temperature of not less than 50 degrees F., (1) in the concrete during the placing, setting and curing of concrete, and (2) in the plaster during the application, setting and curing of plaster.
3. Provide heat as necessary in the area where work is to be done to provide the minimum temperature recommended by the supplier or manufacturer of the material, but in no case less than 50 degrees F., for a period beginning ten (10) days before placing of interior finishes and finish materials and continuing until completion or beneficial occupancy of the area, whichever is earlier.
C. Prior to and during plastering and drywall application, setting and curing thereof, provide sufficient heat to maintain building temperature of not less than 55 degrees F. while maintaining adequate ventilation for drying of plaster.
D. Before casework is delivered to the building and prior to installing wood finish, and throughout Not for Construction For Council Approval
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placing of this finish and other finishing operations such as painting and laying of resilient floor covering, provide sufficient heat to maintain building temperature at 65 degrees F.
E. Temporary Ventilation: Provide ventilation to prevent hazardous accumulations of dusts, fumes, mists, vapors or gases in areas occupied during construction.
F. Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances into atmosphere of occupied areas.
G. Dispose of exhaust materials in manner that will not result in harmful exposure to persons.
H. Ventilate storage spaces containing hazardous or volatile materials.
2.04 TEMPORARY WATER:
A. Water: Extend water service from existing water services to the new structures or other areas of the construction site. A temporary system, consisting of temporary connections from the extended service is to be provided with temporary lines extended with necessary taps for connections at convenient locations. The entire distribution system shall be furnished, installed, maintained, metered, and paid for by Contractor. All water consumed shall be paid for by Contractor. Completely remove temporary system, except for existing lines shown on site plan, upon completion of construction. Clean and repair damage caused by installation; restore to original condition:
1. Furnish and install an approved double check valve at the connection to the main.
2. Perform all relocations required to clear work of others when requested by the Architect.
3. Where "non-potable" water is used, provide warning signs on the discharge end of each hose.
2.05 CONSTRUCTION EQUIPMENT
A. Contractor shall erect, equip, and maintain all construction equipment in strict accordance with all applicable statutes, laws, ordinances, rules and regulations of authority having jurisdictions.
B. Contractor shall provide, maintain and remove upon completion of the work all temporary rigging scaffolding, hoisting equipment, barricades and all other equipment required for all work hereunder.
C. Construction equipment shall conform to all the requirements of State, City, and local authorities and underwriters which pertain to operation, safety, and fire hazard.
2.06 CONSTRUCTION AIDS
A. Provide and operate drainage and pumping equipment; maintain excavations and site free of standing water.
2.07 STORAGE
A. Operations of the Contractor, including storage of materials, shall be confined to on-site areas Not for Construction For Council Approval
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approved by the Architect. Contractor shall be liable for damage caused by him during such use of property of the City or other parties. Contractor shall save the City, its officers and agents, and employees free and harmless from liability of any nature or kind arising from any use, trespass, or damage occasioned by his operations on premises of third persons.
PART 3 - EXECUTION
3.01 GENERAL REQUIREMENTS:
A. Provide all facilities and controls, of substantial construction, as required to serve intended purpose during full life of construction or for full extent of need during construction, and as approved by the Architect. Maintenance, operation, and control of all new or temporary electrical or mechanical facilities put into operation before final acceptance of project will complete responsibility of Contractor until final acceptance.
3.02 GRADES, LINES AND LEVELS:
A. All dimensions show for existing site conditions and all dimensions required for work of this Contract that is to be performed shall be verifies by the Contractor by actual measurement of the existing conditions. Any discrepancies between the Contract requirements and the existing conditions shall be referred to the Quality Control Manager before any work affected thereby has been performed.
B. Establish and maintain all grades, lines, levels and bench marks and be responsible for same.
Report any errors or inconsistencies before starting work.
1. Contractor is responsible for securing copies of the electronic files for the project coordinates, for use by Contractor’s surveyor to use in establish controls for the building location.
C. Provide and maintain well built batterboards at all corners and establish bench marks not less than two (2) widely separated places. As work progresses, establish bench marks at each floor or roof bearing as may be required, giving exact levels.
D. As work progresses, lay out forms, rough flooring on ground, exact locations of all partitions, where required, as a guide to all trades. Each trade shall lay out his work to interfere as little as possible with location of work of other trades. Bring obvious conflicts to the attention of the Quality Control Manager.
3.03 REMOVAL:
A. As facilities and controls are no longer needed to serve original purpose, they shall be completely removed from site and all debris cleaned up and removed. At end of the Contract, and prior to final acceptance, no evidence of temporary facilities or Contractor's operations shall remain.
B. Clean and repair damage caused by installation or use of temporary facilities. Remove temporary underground installations.
3.04 CLEANING DURING CONSTRUCTION
A. Cleaning shall be in accordance with Section 017200, "Cleaning".Not for Construction For Council Approval
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END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Construction Waste Management Roseville, California 01 52 40 - 1
SECTION 01 52 40
CONSTRUCTION WASTE MANAGEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section specifies the administrative and procedural requirements for diversion of nonhazardous construction and demolition waste from landfill.
1.2 PERFORMANCE REQUIREMENT
A. Performance Requirement: It is a requirement of this Project that a minimum of 75 percent (by weight) of non-hazardous construction and demolition debris be diverted from the landfill.
1.3 DEFINITIONS
A. Construction Waste: Building improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging materials such as cardboard.
B. Demolition Waste: Building improvement materials resulting from selective demolition operations.
C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.
G. Recyclable Materials:
1. Products and materials that can be recycled may include, but are not limited to, the following:
a. Metals (ferrous and non-ferrous), including banding, metal studs, ductwork, aluminum cans, and piping.
b. Gypsum board.
c. Paper.
d. Cardboard.
e. Wood products, including crates and pallets. Not for Construction For Council Approval
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f. Carpet.
g. Plastics.
h. Copper wiring.
i. Mechanical and electrical products and equipment.
2. Final determination of actual recyclable materials will be based on the local recycling facility capability.
1.4 SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for the Notice to Proceed.
B. Waste Reduction Calculations: Before request for Substantial Completion, submit copies of calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.
C. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. If a construction and demolition recycling facility is used, include signed letters from the facility indicating the weight or volume of the material sent to the facility, as well as the state approved monthly diversion rates for that facility.
D. Submit other records, including records of sales and donations, as applicable and required to substantiate conformance with waste management goals.
1.5 WASTE MANAGEMENT GOALS
A. General: Develop waste management plan that results in end-of-Project rates for salvage/recycling of 75 percent by weight of total waste generated by the Work, at a minimum.
B. The Contractor shall take a proactive and responsible role in the management of construction waste, and shall require all subcontractors, vendors, and suppliers to participate in the effort.
C. The Contractor shall establish a construction waste management program for this Project that includes, but is not limited to, the following;
1. Salvage and reuse.
2. Salvage for resale.
3. Recycling.
4. Disposal.
D. Only trash or waste materials that cannot be practically or economically reused or recycled shall be transported to the landfill.
1.6 WASTE MANAGEMENT PLAN Not for Construction
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A. General: Develop plan consisting of waste identification and waste reduction work plan.
Indicate quantities by weight or volume, but use same units of measure throughout Waste Management Plan.
B. Identify the off-site Recycling Service and Hauler of each designated debris item, who have agreed to accept and divert that item from landfill, and the proposed quantities. Schedule each item and list off-site Recycling Service and Hauler company name, telephone number, address, and person contacted.
C. Waste Identification: Indicate anticipated types and quantities of demolition and construction waste generated by the Work. Include estimated quantities and assumptions for estimates.
1.7 PLAN IMPLEMENTATION
A. Maintain a log of each load, of each category item diverted from landfill. Log in separately debris sent to a Class III and/or Class II landfills and materials sent to recycling facilities.
1. Include in log, type of load, load weight, name of hauling service; recycling service or landfill, and date accepted by recycling service or by landfill.
2. Owner reserves the right to audit the log at any time, retain and make available, all weight tickets, copies of receipts and invoices.
3. Submit a Monthly Construction Waste Management Report with each Application for Payment. Monthly reports shall indicate all material removed from the project, and it’s eventual disposition, recycling or landfill. Provide weights for all materials and percentages of total waste recycled.
B. Material Handling:
1. Separation Facilities:
a. Designate a specific on site area or areas to facilitate separation of materials for potential salvage or reuse, recycling, and return. b. Keep waste bins and pile areas neat and clean. Clearly mark bins for each category of waste. Do not mix non-recyclable waste with materials designated for reuse or recycling.
2. Do not permit designated materials to become contaminated or to contaminate site or surrounding areas.
3. Construction and demolition recycling facilities are an acceptable means of landfill diversion. If such a facility is utilized, monthly diversion records for the construction and demolition recycling facility and a letter from the facility identifying weights or volumes of material processed by the facility for the Project must be submitted.
C. Training and Coordination:
1. Furnish copies of the Waste Management Plan to all on-site supervisors and each subcontractor.
2. Provide on-site instruction of appropriate separation, handling, and recycling, salvage or reuse, and return methods to be used by all entities at the appropriate stages of the Project. Not for Construction
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3. Include construction and demolition debris management on the agenda of meetings.
At a minimum, discuss waste management goals and issues at the following meetings:
a. Pre-construction meeting.
b. Regularly scheduled job-site meetings.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool Remodel Material and Equipment
Roseville, California 01 60 00 - 1
SECTION 01 60 00
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01 PRODUCTS
A. Products include materials, equipment, and systems.
B. Comply with Specifications and referenced standards as minimum requirements.
C. Components required to be supplied in quantity within a Specification section shall be the same, and shall be interchangeable.
1.02 WORKMANSHIP
A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.
B. Perform work by persons qualified to produce workmanship of specified quality.
C. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.
1.03 MANUFACTURER'S INSTRUCTION
A. When work is specified to comply with manufacturer's instructions, submit copies as specified in Section 013000, distribute copies to persons involved, and maintain one set in field office.
B. Perform work in accordance with details of instructions and specified requirements.
Should a conflict exist between Specifications and instructions, consult with Quality Control Manager and/or the Architect.
1.04 TRANSPORTATION AND HANDLING
A. Transport Products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened container or packaging.
B. Provide equipment and personnel to handle Products by methods to prevent soiling or damage.
C. Promptly inspect shipments to assure that Products comply with requirements, quantities are included, and Products are undamaged.
1.05 STORAGE AND PROTECTION
A. Store Products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive Products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions.
B. For exterior storage of fabricated Products, place on sloped supports above ground.
Cover Products subject to deterioration with impervious sheet covering; provide Not for Construction For Council Approval
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ventilation to avoid condensation.
C. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter.
D. Arrange storage to provide access for inspection. Periodically inspect to assure Products are undamaged, and are maintained under required conditions.
E. After installation, provide coverings to protect Products from damage from traffic and construction operations, remove when no longer needed.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Substitutions and Product Options Roseville, California 01 63 00 - 1
SECTION 01 63 00
SUBSTITUTIONS AND PRODUCT OPTIONS
PART 1 - GENERAL
1.01 PRODUCT OPTIONS
A. For products specified only by reference standard, select product meeting that standard, by any manufacturer.
B. For products specified by naming three or more products or manufacturers, it is intended that the specified products of those manufacturers shall be furnished.
C. For products specified by naming one or more products or manufacturers and stating "or other approved", or "or approved equal", or other such wording on Drawings or within Specifications Sections, it is intended that the products by Acceptable Manufacturer’s, which in the opinion of the Architect are equivalent to the specified product, specified by product number, may be furnished.
1. Submit a request for substitutions for any product or manufacturer which is not specifically named, but only after submitting bid on specified products and systems.
2. Use attached Substitution Request Form.
D. For products specified by naming one or more products or manufacturers and stating "no substitution", it is intended that the specified product of that Manufacturer shall be furnished.
1.02 SUBSTITUTIONS
A. It is the intent of the Owner and Architect to have this project constructed with materials, products and systems originally designed and specified into project. This opportunity to request substitutions is not for the convenience of bidders or contractors to submit bids for materials, products and systems which may be more familiar to them, or having a lesser cost.
1. If, in the opinion of the Architect, a product is deemed an acceptable alternative, any potential cost savings recognized by the contractor shall be passed back to the Owner.
C. The burden of substantiating the equivalency of a substitution option rests solely with the Contractor. Time spent by the Architect researching the adequacy of such substitutions will be charged to the Contractor.
D. Submit separate request for each substitution. Support each request with an explanation for request, and include:
1. Complete data substantiating compliance of proposed substitutions with requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify:
1) Product description. Not for Construction
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2) Reference standards.
3) Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which product has been used, and date of each installation, as well as servicing agency and installer.
2. Itemized comparison of the proposed substitution with products specified, listing significant variations.
3. Data relating to changes in the construction schedule.
4. Any effect of substitution on separate contracts.
5. Any effect of substitution on in-place construction, or other materials and systems to be installed.
6. Accurate cost data comparing proposed substitution with product specified.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance services and sources of replacement materials.
E. Substitutions will not be considered for acceptance when:
1. Lesser material cost is the sole reason for request.
2. They are indicated or implied on shop drawings or product data submittals without formal request.
3. Acceptance may require revision of Contract Documents.
F. Substitute products shall not be ordered or installed without written acceptance and authorization of Architect.
G. Only the Architect will determine the acceptability of proposed substitutions.
1.03 REPRESENTATIONS
A. In making a legitimate, authorized formal request for substitution, represent that:
1. A thorough investigation has transpired concerning the proposed product, and it has been determined that it is equal to or superior in all respects to that specified.
2. The same warranties or bonds, and guarantees will be provided as for that specified.
3. Installation of the accepted substitution will be coordinated into the work; and such changes to in-place work, ordered materials and products, or other work to be in progress prior to installation of the requested substitutions, will be performed without any additional cost to Owner. Not for Construction
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1.04 DUTIES
A. Requests for substitutions must be expeditiously forwarded for consideration.
B. Notification of decisions concerning acceptance or rejection will be in writing, and are final without need for clarification.
Not for Construction
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Johnson Pool House Remodel Substitutions and Product Options Roseville, California 01 63 00 - 4
SUBSTITUTION REQUEST FORM
Failure to complete this form with information required will nullify any request for substitution.
TO:______________________________________________________________ PROJECT: City of San Ramon – Fire Station 34
We hereby submit for your consideration the following product instead of the specified item for the above project:
SECTION PARAGRAPH SPECIFIED ITEM
___________ __________ __________________________
Proposed Substitution:___________________________________________ Attach complete technical data, including laboratory test, if applicable.
Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation.
Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance.
Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings? Yes ____ No ____. If yes, clearly indicate changes.
_____________________________________________________________ B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution?
_____________________________________________________________ C. What affect does substitution have on other trades? _________ ____________________________________________________________ D. What affect does substitution have on applicable code requirements? _______________________________________________
E. Differences between proposed substitution and specified item? _____________________________________________________________ F. Manufacturer's guarantees of the proposed and specified items are: _______Same _______Different (explain on attachment)
G. ICBO Number of proposed substitution: _______________. ***************************************************************** Not for Construction For Council Approval
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For Use by Design Consultant
____Accepted ____Accepted as Noted
____Not Accepted ____Received Too Late
____Approved as alternate - See Bid Form
*****************************************************************
CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL
PERFORMANCE
The undersigned states that the function, appearance and quality are equivalent or superior to the specified time.
Submitted By:
_________________________________ By___________________________ Signature Title
_________________________________ Date _________________________ Firm
_________________________________ Remarks ______________________ Address
______________________________
______________________________
Telephone Date ____________________________
______________________________
______________________________
Signature must be by person having authority to legally bind his firm to the above terms. Failure to provide legally binding signature will result in retraction of approval.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Owner Furnished Products
Roseville, California 01 64 00 - 1
SECTION 01 64 00
OWNER FURNISHED PRODUCTS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Requirements for installing Owner-furnished products, including providing miscellaneous items and accessories for a complete, functioning installation.
B. Related Sections:
2. Section 11 25 16 Fire Station Equipment
3. Section 11 31 00 Residential Appliances
1.02 PRODUCT HANDLING
C. Protection: Contractor shall use means necessary to protect the materials of this Section before, during, and after installation and to protect completed Work, including products installed by others.
D. Replacements: In the event of damage, Contractor shall immediately repair all damaged and defective Work to satisfaction of Owner's Representative, at no change in Contract Time and Contract Sum.
PART 2 - PRODUCTS
2.01 OWNER FURNISHED / CONTRACTOR INSTALLED (OFCI) PRODUCTS A. Products Identified with Contractor Responsibility for Installation:
1. Contractor shall verify mounting and utility requirements for accepted products.
2. Contractor shall provide mounting and utility rough-ins for OFCI products. a. Rough-in locations, sizes, capacities and similar type shall be as indicated and required by product manufacturers.
b. If the Owner substitutes items similar to those scheduled there shall be no change in rough-in cost, unless substitution occurs after rough-in has been completed or rough-in involves other mounting requirements, utilities of different capacity than those required by item originally specified.
3. For items Designated to Be Owner- or Vendor-Furnished: Owner or its vendor will furnish manufacturer's literature or information, shop drawings, or appropriate information for preparing required shop drawings.
B. Installation Instructions: Approved manufacturer's printed descriptions, specifications and recommendations shall govern the Work, unless specifically indicated otherwise. Not for Construction For Council Approval
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C. Electrical Components: Contractor shall comply with requirements specified in Division 26 - Electrical, including California Electrical Code (CEC).
D. Plumbing and HVAC Components: Contractor shall comply with requirements specified in Division 22 – Plumbing and Division 23 – HVAC, including California Plumbing Code (CPC) and California Mechanical Code (CMC).
2.02 OWNER FURNISHED – CONTRACTOR INSTALLED PRODUCT REQUIREMENTS A. Products Furnished by Owner and Installed by Contractor:
1. Contractor shall coordinate delivery of OFCI products. Owner will furnish products to coincide with construction schedule.
2. Owner will:
a. Furnish standard integral components of products.
b. Deliver products to site. Contractor shall assist Owner in offloading products.
3. The Contractor shall:
a. Receive products at site and give written receipt for product at time of delivery, noting visible defects and omissions; if such declaration is not given, the Contractor shall assume responsibility for such defects and omissions. b. Store products until ready for installation and protect from loss and damage. c. Uncrate, assemble and set products in place.
d. Install products in accordance with manufacturer's recommendations, instructions and shop drawings under supervision of manufacturer's representative where specified, supplying labor and material required and making mechanical, plumbing and electrical connections necessary to operate equipment. e. Where so specified, installation shall be only by installer approved by manufacturer.
If known, approved installer is identified on the Drawings or in the Specifications. f. Provide and install backing for all products weighing 20 pounds or more. g. Treat all Owner or Vendor supplied products with the same care as all Contractor furnished items.
B. Products Furnished and Installed by Owner:
1. Contractor prepare; vendor install:
a. General: Contractor shall coordinate deliveries of vendor-supplied products. Vendor will furnish products to coincide with the construction schedule. b. Vendor will:
1) Furnish standard integral components of products.
2) Deliver products to site.
3) Make connections to roughed-in utilities.
c. Contractor shall:
1) Receive products at site and give written notice of receipt of each product at time of delivery, noting visible defects.
2) Provide rough-in of utility products in accordance with manufacturer's rec Not for Construction For Council Approval
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ommendations, instructions and shop drawings under supervision of the manufacturer's representative where specified.
3) Provide and install backing for all products weighing 20 pounds or more.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection:
1. Prior to commencing Work, Contractor shall verify that Work specified in other Sections has been properly completed and installed as specified to allow for installation of all materials and methods required of this Section.
2. Contractor shall verify that new and existing products and conditions are satisfactory for installation or relocation of OFCI products. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected.
B. Discrepancies:
1. In the event of discrepancy, Contractor shall immediately notify the University's Representative.
2. Contractor shall not proceed with installation in areas of discrepancy until all such discrepancies have been resolved.
3.02 INSTALLATION
A. Contractor shall relocate and reinstall existing products in accordance with Contract Documents and reviewed shop drawings, original manufacturer's instructions and recommendations if applicable and as directed.
B. Contractor shall install Owner-furnished products in accordance with reviewed shop drawings and manufacturer's printed instructions, as applicable.
3.03 ADJUATING AND CLEANING
A. Contractor shall adjust products as necessary and as directed by Owner's Representative.
B. Contractor shall clean all new and relocated OFCI products.
C. Contractor shall protect OFCI products from damage until Contract Completion.
END OF SECTION Not for Construction
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SECTION 01 70 00
CONSTRUCTION PROCEDURES
1.01 DEFINITIONS
A. Concealed Spaces: Spaces which are not accessible after completion of construction.
B. Cutting: Removal of material by cutting, sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation.
C. Damage: Any sort of deterioration whether due to weather, normal wear and tear, accident, or abuse, resulting in soiling, marring, breakage, corrosion, rotting, or impairment of function.
D. Debris: Rubbish, waste materials, litter, volatile wastes, and similar materials, with the exception of surplus materials which are to become the property of the Owner.
E. Operational Elements: Equipment, moving parts, electrical conductors, sound and vibration control materials, waterproofing, vapor retarders, piping, ducts, tanks, and other similar materials and components which convey or retard the passage of liquids, gases, heat, light, persons, animals, or insects or which perform a similar function; not including structural elements.
F. Patching: Restoration to completed condition by patching, repairing, finishing, filling, closing up, and similar operations.
G. Replacement: Replace the entire element, surface, or product.
1.02 SUBMITTALS
A. Proposals for Cutting and Patching: Submit request 10 working days in advance of the time the work is to be performed to obtain approval; include:
1. Description of the nature of the work and how it is to be performed, including reasons why cutting cannot be avoided.
2. Description of results expected, including impact on safety and on structural, operational, and visual qualities.
3. If utilities are affected, describe the changes required and be specific as to how long service will be cut off.
4. If cutting of structural work results in the need for additional reinforcement, provide details and engineering calculations to show how that reinforcement satisfies the original structural requirements.
5. Submit product data for materials proposed for patching.
B. Startup Reports: Include a statement that the item has been installed properly and is functioning correctly. Include the following information:
i) Item started up.
ii) Date of startup operation.
iii) Entity performing startup.
iv) Applicable specification section.
v) Results of startup. Not for Construction
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vi) Signature of person performing startup.
C. Field Correction Requests: Submit immediately upon discovery of deviation required; include a detailed description of the problem, recommended changes, and reasons it is not possible to comply with the Contract Documents.
D. Certificate from surveyor stating that the construction has been placed in the locations and at the elevations required by the Contract Documents.
1.03 PROJECT CONDITIONS
A. Take precautions to prevent fires and to facilitate fire-fighting operations.
1. Keep flammable materials in non-combustible containers; store away from potential fire sources; remove flammable waste regularly.
2. Keep temporary and permanent fire fighting facilities readily accessible; keep fire fighting routes open.
3. Do not allow smoking in areas where highly combustible or explosive materials are present.
4. Carefully supervise the operation of potential fire sources, including heating units.
5. Conduct welding operations in manner to prevent fire; comply with local regulations.
B. Take precautions to prevent accidents due to physical hazards:
1. Provide barricades, warning lights, or signs as required to inform personnel and the public of the hazard being protected against.
2. Safety barricades: Comply with regulations.
3. Provide temporary walkways where walking surfaces are hazardous.
4. Provide construction fencing to secure entire site area.
C. Take care to prevent pollution of air, water, and soil. Comply with environmental protection regulations.
1. The Contractor shall comply with all applicable standards, orders or requirements of the Clean Air Act of 1970, including but not limited to Section 306 (42 U.S.C. 7606), Executive Order 11738, prohibiting contracting with Clean Air Act violators; and Sections 608 and 609 (42 U.S.C. 7671g. 7671h) as amended November 15, 1990, prohibiting the intentional release of chlorofluorocarbons into the environment when performing work specified by the contract.
2. The Contractor shall comply with all applicable standards, orders, or requirements issued under Section 508 of the Clean Air Act (33 U.S.C 1368) Executive Order 11738.
3. The Contractor shall exercise extreme care when excavating adjacent to existing utilities. The Contractor shall include in his bid all labor and materials necessary to protect existing utilities. If no pay item is provided in the contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. Not for Construction
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4. The Contractor shall comply with all applicable standards, orders or requirements of the Base regarding "Stormwater Management and Discharge Control", prohibiting the discharge of non-stormwater to a stormwater conveyance system.
5. The Contractor shall comply with all applicable standards, orders, or requirements of the Environmental Protection Agency regulations (40 CFR, Part 15).
6. The Contractor shall comply with all applicable standards, orders, or requirements of the Flood Disaster Protection Act of 1973 (42 USC 4001 et seq, as amended).
D. Prevent erosion due to rainwater runoff.
E. Control windblown dust; prevent nuisance to Owner’s personnel and visitors.
F. Prevent flooding of excavations, below-grade construction, and adjacent areas due to rainwater runoff.
G. Do not use tools or equipment which produce harmful levels of noise.
1. Minimize the use of noise-making tools and equipment during hours that adjacent areas are in use.
H. Keep the site and adjacent public ways free of hazardous and unsanitary conditions and public nuisances.
I. Control rodents and other pests.
J. Keep adjacent areas free of debris due to this work.
K. Provide adequate traffic control by means of signs, signals, and flagmen, as necessary.
L. Provide temporary means of draining roofs where required.
M. Conduct construction operations so that no part of the work is subjected to damaging operations or influences which are in excess of those to be expected during normal occupancy conditions.
N. Conduct construction operations so that waste of power, water, and fuel is avoided.
O. Provide temporary supports as required to prevent movement and structural failure.
P. Install products only during environmental conditions which will ensure the best possible results.
Q. During the progress of the work, the Contractor shall keep the site of the work and other areas used by it in a neat and clean condition, and free from any accumulation of rubbish.
The Contractor shall dispose of all rubbish and waste materials of any nature occurring at the work site, and shall establish regular intervals of collection and disposal of such materials and waste. The contractor shall also keep its haul roads free from dirt, rubbish, and unnecessary obstructions resulting from its operations. Equipment and material storage shall be confined to areas approved by the Architect. Disposal of all rubbish and surplus materials shall be off the site of construction, at the Contractor's expense, and in accordance with local codes and ordinances governing locations and methods of disposal, and in Not for Construction For Council Approval
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conformance with all applicable safety laws, and to the particular requirements of subpart H, Section 1926.252 of the OSHA Safety and Health Standards for Construction.
1.04 ILLNESS AND INJURY PREVENTION PROGRAM:
A. The Contractor shall comply with all the mandates of Senate Bill 198 and specifically shall have a written Injury Prevention Program in accordance with all applicable standards. This Program shall be on file at time of Notice of Award of Contract.
1.05 GRAFFITI CONTROL:
A. The Contractor shall maintain all site improvements, including any temporary facilities, equipment or other materials in a graffiti free condition throughout the construction period, until acceptance of the project by the Owner. Graffiti encountered on the job site shall be removed by the Contractor within twenty-four (24) hours.
1.06 SEQUENCING AND SCHEDULING
A. Install products only at the time and in the sequence which will ensure the best possible results.
B. Coordinate required administrative activities with related construction activities.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Patching Materials: Identical to the materials of the work to be cut, unless indicated as specific materials specified in other sections.
PART 3 - EXECUTION
3.01 GENERAL EXAMINATION REQUIREMENTS
A. Prior to performing work, examine the applicable substrates and the conditions under which the work is to be performed.
B. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding.
C. Conditions which could have been discovered by examination will not be allowed as cause for claims for extra work.
D. The existence and location of construction indicated as existing on the drawings are not guaranteed. In particular, verify the following:
1. Underground utilities.
(1) Other underground construction.
(2) Location and invert elevation of points of connection to piped utilities.
E. Verify that utility requirements of operating equipment are compatible with building utilities. Not for Construction For Council Approval
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F. Verify space requirements of items which are shown diagrammatically on the drawings.
3.02 GENERAL PREPARATION REQUIREMENTS
A. Take field measurements as required to fit the work properly.
B. Recheck measurements prior to installing each product.
3.03 GENERAL INSTALLATION PROCEDURES
A. Accurately locate the work and components of the work; make vertical work plumb; make horizontal work level.
B. See sections describing specific parts of the work for additional requirements.
C. Where space is limited, install components to maximize space available for maintenance and to maximize ease of removal for replacement.
D. In finished areas, conceal pipes, ducts, and wiring within the construction, unless otherwise indicated.
E. Coordinate exact locations of fixtures and outlets with finish elements.
F. Install work in such a manner and sequence as to preclude, if possible, or at least to minimize, cutting and patching.
1. Do not cut any operational elements.
3.04 CUTTING AND PATCHING PROCEDURES
A. Use specified cutting and patching procedures when cutting or patching is required for any of the following activities:
i) Fitting the parts of the work together.
ii) Repairing existing work to remain.
iii) Installing ill-timed work.
iv) Removing and replacing defective and nonconforming work. v) Removing samples of work for testing.
vi) Making openings in elements of work for penetrations, such as for piping, conduit, duct, and the like.
vii) Uncovering work for observation.
viii) Repairing damage.
B. Perform cutting and patching at earliest time feasible, unless otherwise indicated or directed by the Owner.
C. Use procedures specified in applicable product sections as well as those specified in this section:
1. Use procedures recommended by original installer, when such information is available.
2. Where required, obtain approval of procedures by the Owner. Not for Construction For Council Approval
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3. Cut using methods that are least likely to damage adjacent work and work to remain and which will provide proper surfaces for patching.
4. Make cuts neatly with minimum disturbance of adjacent work.
5. Use appropriate tools intended for sawing or grinding and not for chopping or hammering.
6. Do not use pneumatic tools without prior approval.
7. Where installation of similar new work is included, perform patching in manner specified for installation of new work.
8. Where new work is inserted into or through the work that is cut, fit the patched work tightly to the new work.
9. Patch with seams which are durable and as invisible as possible.
10. Repair substrate prior to patching finish.
D. Employ skilled workers to perform cutting and patching work. Use the original installer of the work to perform cutting and patching.
E. Work Exposed to View: Do not cut or patch in a manner that would result in a lessening of the building’s aesthetic value, as determined by the Owner.
1. Generally, cut from exposed side into concealed spaces to avoid unnecessary damage to finish.
2. Do not cut and patch in a manner that would result in substantial visual evidence of cut and patch work.
3. Restore exposed patched finishes in a manner which eliminates evidence of patching and refinishing.
(1) For continuous surfaces, extend refinish to nearest intersection, with a neat transition to adjacent surfaces.
(2) For assemblies: Refinish entire unit.
(3) Painted piping, conduit, and duct: Clean and repaint.
4. Remove and replace work which is patched in a visually unacceptable manner.
F. Structural Elements: Maintain structural capacities; do not increase deflection under design load; provide reinforcing where required. Before cutting any structural member, obtain the Owner’s approval of the proposed method.
G. Existing Conditions: Patch existing work to match adjacent existing work to remain.
1. Where specified procedures for similar new work are applicable, use those procedures for cutting and patching existing construction.
2. Take precautions to avoid damage to unanticipated utilities and structural elements. Not for Construction For Council Approval
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If such elements are encountered, report nature and extent to the Project Manager / Project Engineer and request instructions as to how to proceed.
H. Concealed Work: Uncover the concealed work, cut and patch, and patch the covering work.
I. Concrete and Masonry: Use saws or drills which produce a neat cut; remove in small sections.
1. Overcuts will not be permitted.
J. Protect the part of the project which is exposed during cutting and patching operations from adverse weather.
3.05 INSTALLATION OF COMPONENTS
A. Install all products in accordance with manufacturer’s instructions and recommendations, whether conveyed in writing or not.
B. Mounting Heights: Where mounting heights are not indicated, install components at mounting normally encountered for similar components. Obtain the Project Manager / Project Engineer’s instructions for uncertain mounting heights.
C. Separate incompatible materials with suitable materials or spacing.
1. Prevent cathodic corrosion.
D. Joints in Exposed Work: Make joints of uniform widths. Where joint locations are not indicated, arrange joints for the best visual effect. When in doubt, obtain the Project Manager / Project Engineer’s instructions.
E. After installation, adjust operating components to proper operation.
3.06 PROCEDURES FOR CORRECTION OF WORK
A. The following must be replaced (repair is not acceptable):
1. Damaged surfaces exposed to view which cannot be repaired without visible evidence of repair.
2. Components which cannot be repaired to proper operating condition.
3. Scratched transparent materials.
B. Repair or Replace:
1. Components which do not operate properly.
2. Surfaces exposed to view which cannot be cleaned to original condition.
3. Permanent facilities used during construction.
4. Other defective work.
C. Acceptable Repair Methods: Not for Construction
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1. Replacing parts.
2. Refinishing.
3. Touching up with matching materials.
4. Proper adjustment of equipment.
D. When it is necessary to deviate from the Contract Documents in order to accomplish corrective action, submit a field correction request.
E. Restore permanent facilities used during construction to specified condition.
3.07 FACILITY STARTUP
A. Put each item of equipment and each system into full, satisfactory operation.
B. Prior to Startup:
1. Verify that equipment and systems are complete, correctly connected to utilities, and tested.
2. Comply with requirements of manufacturer.
3. Inspect and test as required to ensure that work is installed as specified and to determine suitability for energizing.
4. Provide power and fuel for startup and testing.
5. Change over form temporary to permanent utility sources.
6. Re-adjust and lubricate operating components as required to ensure smooth and unhindered operation. Check drive rotations, belt tension, control sequences, and other features which might cause damage if not properly adjusted.
7. When specified or when required by manufacturer, have manufacturer s representative prepare for startup or supervise such preparation.
C. Execute startup under supervision of responsible personnel in accordance with the manufacturer’s instructions. When specified or when required by manufacturer, have manufacturer’s representative perform startup.
D. After startup, adjust equipment and systems as required for proper operation. Where specified, perform tests or inspections to determine status of operation.
E. Demonstrate the operation and maintenance of equipment and systems to personnel designated by the Project Manager / Project Engineer, prior to substantial completion.
1. Have final operating and maintenance data available during demonstration.
F. For equipment and systems which have different operation at different seasons, demonstrate operation during subsequent seasons until fully demonstrated.
3.08 FINAL CLEANING Not for Construction
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Roseville, California 01 70 00 - 9
A. Provide final cleaning as specified in Section 017200, Cleaning.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Contract Closeout
Roseville, California 01 71 00 - 1
SECTION 01 71 00
CONTRACT CLOSEOUT
1. GENERAL
1.01 Summary. This Section describes requirements and procedures for substantial and final completion, project cleaning, testing of equipment and systems, close-out, project record documents, and warranties. Full compensation for the required closeout provisions shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.
1.02 Substantial Completion
A. Removal of Temporary Construction Facilities and Project Cleaning. Prior to Substantial Completion inspection: remove temporary materials, equipment, services, and construction; clean all areas affected by the Work; clean and repair damage caused by installation or use of temporary facilities; restore permanent facilities used during construction to specified condition.
B. Equipment and Systems. Prior to Substantial Completion, Contractor shall start up, run for periods prescribed by Owner, operate, adjust and balance all manufactured equipment and Project systems, including but not limited to, mechanical, electrical, safety, fire and controls. Contractor shall demonstrate that such equipment and systems conform to contract standards and manufacturer’s guarantees. Where applicable, use testing protocols specified, and if the contract is silent, then consistent with manufacturer’s recommendations and industry standards.
C. Procedure for Substantial Completion
1. When Contractor considers Work or designated portion of the Work as Substantially Complete, submit written notice to Owner, with list of items remaining to be completed or corrected and explanation of why such items do not prevent Owner’s beneficial use and occupancy of the Work for its intended purposes. Give notice at least seven (7) days in advance of the time inspection is to be performed. Within areasonable time following notice, Owner will inspect to determine status of completion.
2. The Architect and Owner Representative will be accompanied on the inspection by the Contractor, as well as any Consultants that the Architect may request to be present.
3. Should Owner determine that Work is not Substantially Complete, Owner will promptly notify Contractor in writing, listing all defects and omissions.
Contractor shall remedy deficiencies and send a second written notice of Substantial Completion. Owner will re-inspect the Work. If deficiencies previously noted are not corrected on re-inspection, then pay the cost of the reinspection.
4. It is the Architect’s goal to have all punch list items resolved and completed prior to occupying the building. In general, the Contractor and its subcontractors are expected to remedy defective work within one Not for Construction For Council Approval
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week after Punchlist items are identified. The Contractor and subcontractors acknowledge that Owner-mandated changes may require greater flexibility, requiring additional manpower and shorter turnaround periods at no additional cost to the Owner.
5. When Owner concurs that Work is Substantially Complete, Owner will issue a written notice or certificate of Substantial Completion, accompanied by Contractor’s list of items to be completed or corrected as verified by Owner.
6. Manufactured units, equipment and systems that require startup must have been started up and before a notice or certificate of Substantial Completion will be issued.
7. A punch list examination will be performed upon Substantial Completion. One follow-up review of punch list items for each discipline will be provided. If further Site visits are required to review punch list items due to incompleteness of the Work by Contractor, Contractor will reimburse Owner for costs associated with these visits.
8. In addition to submittals required by the Contract Documents, provide submittals required by governing authorities.
1.03 Final Completion
A. Final Completion occurs when Work meets requirements for Owner’s Final Acceptance.
B. Procedure. When Contractor considers Work is Finally Complete, submit written certification that:
1. Contractor has inspected Work for compliance with Contract Documents, and all requirements for Final Acceptance have been met.
2. Except for Contractor maintenance after Final Acceptance, Work has been completed in accordance with Contract Documents and deficiencies listed with Certificate Substantial Completion have been corrected. Equipment and systems have been tested in the presence of Owner, and are operative.
3. Project Record Documents are completed in accordance with Document 01 73 00 and turned over to Owner, and Work is complete and ready for final inspection.
C. In addition to submittals required by Contract Documents, provide submittals required by governing authorities and submit final statement of accounting given total adjusted Contract Sum, previous payments, and sum remaining due.
D. Should Owner determine that Work is incomplete or Defective, Owner promptly will so notify Contractor, in writing, listing the incomplete or Defective items. Contractor shall promptly remedy the deficiencies and notify the Owner when it is ready for re-inspection. Not for Construction For Council Approval
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1.04 Final Adjustments of Accounts
A. Submit a final statement of accounting to Owner, showing all adjustments to the Contract Sum and complete and execute Document 00 6530, “Agreement and Release of Claims”.
B. If so required, Owner shall prepare a final Change Order for submittal to Contractor, showing adjustments to the Contract Sum that were not previously made into a Contract Modification.
1.05 Warranties
A. Execute Contractor’s Submittals and assemble warranty documents, and Installation, Operation, and Maintenance Manuals, executed or supplied by Subcontractors, suppliers, and manufacturers. Provide table of contents and assemble in 8½ inches by 11 inches three-ring binder with durable plastic cover, appropriately separated and organized. Assemble in Specification Section order.
B. Submit material prior to final Application for Payment. For equipment put into use with Owner’s permission during construction, submit within 14 Days after first operation. For items of Work delayed materially beyond Date of Substantial Completion, provide updated Submittal within 14 Days after acceptance, listing date of acceptance as start of warranty period.
C. Warranty Forms: Submit drafts to Owner for approval prior to execution. Forms shall not detract from or confuse requirements or interpretations of Contract Documents.
Warranty shall be countersigned by manufacturers. Where specified, warranty shall be countersigned by Subcontractors and installers.
D. Rejection of Warranties: ; Owner reserves right to reject unsolicited and coincidental product warranties that detract from or confuse requirements or interpretations of Contract Documents.
E. Terms of Warranties: For materials, equipment, systems, and workmanship, warranty period shall be one year minimum from date of Final Completion of entire Work except where:
1. Detailed Specifications for certain materials, equipment or systems require longer warranty periods.
2. Materials, equipment or systems are put into beneficial use of Owner prior to Final Completion as agreed to in writing by Owner.
1.06 Warranty of Title. No material, supplies, or equipment for Work under the Contract Documents shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in Work and agrees upon completion of all Work to deliver premises, together with improvements and appurtenances constructed or placed thereon by Contractor, to Owner free from any claim, liens, security interest, or charges, and further agrees that neighbor Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by the Contract Documents shall have right to lien upon premises or improvement or appurtenances thereon. Nothing contained in this paragraph, however, shall defeat or impair the rights of persons Not for Construction
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furnishing materials or labor under a bond given by Contractor for their protection or any rights under law permitting persons to look to funds due Contractor in hands of Owner.
1.07 Additional Stock. Where specified, Contractor shall provide additional stock of specified materials.
Contractor shall turn over extra stock in unopened packaging, clearly labeled as to product.
Contractor shall locate additional stock as directed by Owner.
1.01 Turn-In. Contract Documents will not be closed out and final payment will not be made until all keys issued to Contractor during prosecution of Work and letters from property owners, pursuant to Contract Documents, are turned in to Owner.
1.02 Release of Claims. Contract Documents will not be closed out and final payment will not be due or made until Document 00 6530 (Agreement and Release of Claims) is completed and executed by Contractor and Owner.
1.03 Inspection Coordination. Coordinate fire inspection and secure sufficient notice to Owner to permit convenient scheduling (if applicable); coordinate with Owner a final inspection for the purpose of obtaining an occupancy certificate (if applicable).
END OF DOCUMENT
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Cleaning
Roseville, California 01 72 00 - 1
SECTION 01 72 00
CLEANING
PART 1 - GENERAL
1.01 QUALITY ASSURANCE
A. Inspection: Conduct daily inspection, and more often if necessary, to verify that requirements of cleanliness are being met.
B. Codes and standards: In addition to the standards described in this Section, comply with all pertinent requirements of governmental agencies having jurisdiction.
1.02 PAYMENT
A. Full compensation for the required cleaning shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.
PART 2 - PRODUCTS
2.01 CLEANING MATERIALS AND EQUIPMENT
A. Provide all required personnel, equipment, and materials needed to maintain the specified standard of cleanliness.
B. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material.
PART 3 - EXECUTION
3.01 PROGRESS CLEANING
A. General:
1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials.
2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this Work.
3. At least weekly, and more often if necessary, completely remove all scrap, debris, and waste material from the job site.
4. Provide adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection, safety, and protection of the environment.
5. Keep all Owner streets clean and ensure that storm drain systems remain free of construction debris. Not for Construction
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B. Site:
1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage.
2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site: restack, tidy, or otherwise service all arrangements to meet the requirements of paragraph A above.
3. Maintain the site in a neat and orderly condition at all times.
C. Structures:
1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage.
2. Weekly, and more often if necessary, sweep all interior spaces clean. "Clean", for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and handheld broom.
3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using all equipment and materials required to achieve the required cleanliness.
4. Following the installation of finish floor materials, clean the finish floor daily (and more often if necessary) at all times while work is being performed in the space in which finish materials have been installed. "Clean", for the purpose of this subparagraph, shall be interpreted as meaning free from all foreign material which may be injurious to the finish floor material.
3.02 FINAL CLEANING
A. Definition: Except as otherwise provided, "clean" (for the purpose of this Article) shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials.
B. Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described in Article 3.01 above.
C. Site: Unless otherwise specifically directed, broom clean all paved areas on the site and all public paved areas directly adjacent to the site. Completely remove all resultant debris.
D. Structures:
1. Exterior: Visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. If necessary to achieve a uniform degree of exterior cleanliness, hose down the exterior of the structure. In the event of stubborn stains not removable with water, a light sandblasting or other cleaning at no additional cost to the Owner may be required.
2. Interior: Visually inspect all interior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. Remove all paint droppings, spots, stains, and dirt from finished surfaces. Use only the specified cleaning materials and equipment. Not for Construction For Council Approval
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3. Glass: Clean all glass inside and outside.
4. Polished surfaces: To all surfaces requiring the routine application of buffed polish, apply the polish recommended by the manufacturer of the material being polished.
5. Timing: Schedule final cleaning as approved by the Project Manager / Project Engineer to accept a completely clean project. Final cleaning must be complete prior to final walk through and acceptance of the project.
3.03 CLEANING DURING OWNER'S OCCUPANCY
A. Should the Owner occupy the Work or any portion thereof prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning of the occupied spaces shall be as determined by the Project Manager / Project Engineer in accordance with the General Conditions of the Contract.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Project Record Documents
Roseville, California 01 73 00 - 1
SECTION 01 73 00
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 QUALITY ASSURANCE
A. Delegate the responsibility for maintenance of Record Documents to one person on the Contractor's staff.
B. Accuracy of Records: Thoroughly coordinate all changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of drawings and other Documents where such entry is required to properly show the change. Accuracy of records shall be such that future search for items shown in the Contract Documents may reasonably rely on information obtained from the approved Record Documents.
C. Timing of Entries: Make all entries within 24 hours after receipt of information.
1.02 SUBMITTALS
A. The Project Manager’s approval of the current status of Record Documents will be a prerequisite to Owner's approval of requests for progress payments and final payment under the Contract.
B. Final Submittal: Prior to submitting request for final payment, submit the final Record Documents to the Project Manager and secure his approval.
1. Contractor shall stamp and sign the record documents. Stamp shall contain the heading "As-Builts".
1.03 PRODUCT HANDLING
A. Use all means necessary to maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of the recorded data to the final Record Documents. In the event of loss of recorded data, use all means necessary to secure the data to the Architect's approval; such means shall include, if necessary in the opinion of the Architect, removal and replacement of concealing materials and, in such case, all replacements shall be to the standards originally specified in the Contract Documents.
1.04 PAYMENT
A. Full compensation for the required record drawings shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.
PART 2 - PRODUCTS
2.01 RECORD DOCUMENTS
A. Job Set: Promptly following award of Contract, provide one complete set of all Documents comprising the Contract. Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Project Record Documents
Roseville, California 01 73 00 - 2
PART 3 - EXECUTION
3.01 RECORDING
A. Identification: Immediately upon receipt of the job set described above, identify each of the Documents with the title "RECORD DOCUMENTS - JOB SET."
B. Preservation:
1. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set to the approval of the Architect.
2. Do not use the job set for any purpose except entry of new data and for review by the Architect, until start of transfer of data to final Record Documents.
3. Maintain the job set at the site of Work.
C. Making entries on Drawings: Using an erasable colored pencil (not ink or indelible pencil), clearly describe the change by note and by graphic line, as required. Date all entries. Call attention to the entry by a "cloud" around the area or areas affected. In the event of overlapping changes, different colors may be used for each of the changes.
D. Making Entries on Other Documents: Clearly indicate the change by note in ink, colored pencil, or rubber stamp.
E. Conversion of Schematic Layouts:
1. In most cases on the Drawings, arrangement of conduits and circuits, piping, ducts, and other similar items, is shown schematically and is not intended to portray precise physical layout. Final physical arrangement is as determined by the Contractor, subject to the Architect's review. However, design of future modifications of the facility may require accurate information as to the final physical arrangement of items which are shown only schematically on the Drawings.
2. Show on the job set of Record Drawings, by dimension accurate to within 1", the centerline of each run of items such as are described in Paragraph 3.01.E.1 above.
Clearly identify the item by accurate note such as "cast iron drain", "galv. water", etc.
Show, by symbol or note, the vertical location of the item ("under slab", "in ceiling", "exposed", etc.). Make all identification sufficiently descriptive that it may be related reliably to the Specification.
3. Record elevations and exact locations of all new and existing utilities encountered or located underground.
4. Record revisions to electrical circuits.
5. The Architect may waive the requirements for conversion of schematic data where, in the Owner's judgment, such conversion serves no beneficial purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the Architect.
6. Timing of Entries: Use all means necessary, including the proper tools for measurement, to determine actual locations of the installed items. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Project Record Documents
Roseville, California 01 73 00 - 3
F. Contractor shall record Specification and Addenda. Contractor shall legibly mark-up each Section to record:
1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed.
2. Changes made by Revision Order, Directive and other modification.
3. Other matters not originally specified.
G. Shop Drawings and Samples. Contractor shall:
1. Maintain as record documents.
2. Legibly annotate shop drawings and samples to record changes made after approval.
3.02 AUDIT
A. Project record documents will be reviewed monthly by the Architect, who will use the current completeness of the record documents in evaluating the monthly progress payment request.
3.03 CHANGES SUBSEQUENT TO ACCEPTANCE
A. The Contractor shall have no responsibility for recording changes in the Work subsequent to acceptance of the Work by the Owner, except for changes resulting from replacements, repairs, and alterations made by the Contractor as part of his guarantee.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Warranties
Roseville, California 01 74 00 - 1
SECTION 01 74 00
WARRANTIES
PART 1 - GENERAL
1.01 RELATED REQUIREMENTS
A. General Conditions of the Contract: Warranty, and Correction of Work.
B. Section 01710 - Contract Closeout: Contract closeout procedures.
C. Section 01710 - Contract Closeout: Operation and Maintenance Data.
D. Individual Specifications Sections: Provision of warranties required for specific products or work.
1.02 FORM OF SUBMITTALS
A. Form of Warranty: Written warranties, except manufacturer's standard printed warranties, shall be on the Contractor's, Subcontractor's, material supplier, or manufacturers own letterhead, addressed to the Owner. All warranties shall be submitted in duplicate, and in the format supplied with this section, modified as approved to suit the conditions pertaining to the warranty.
B. Bind warranties in commercial quality 8 1/2" x 11" binders, with hardback, cleanable, plastic covers.
C. Label cover of each binder with typed or printed title "WARRANTIES", with title of Project; name, address, and telephone number of Contractor; and name of responsible principal.
D. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of Product or work item.
E. Separate each warranty with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.
1.03 PREPARATION OF SUBMITTALS
A. Obtain warranties, executed in duplicate by responsible subcontractor, suppliers, and manufacturers, within ten days after completion of the applicable item of work. Except for items put into use with Owner's permission, beginning of time of warranty will commence on the date of substantial completion.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. All warranties shall be signed by both the General Contractor and the appropriate subcontractor.
D. Retain warranties until time specified for submittal.
1.04 TIME OF SUBMITTALS
A. For equipment or component parts of equipment put into service during construction with Architect’s permission, submit documents within ten days after acceptance. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Warranties
Roseville, California 01 74 00 - 2
B. Make other submittals prior to final Application for Payment.
1.05 WARRANTY REQUIREMENTS
A. Contractor shall guarantee all work on the project against defective workmanship and materials for a period of one year from the date of Substantial Completion (unless longer warrantee times are indicated in specific sections of the specification).
1. Contractor shall repair or replace any such defective work in manner satisfactory to the Owner.
1.06 PAYMENT
A. Full compensation for the required warranties shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.
Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Warranties
Roseville, California 01 74 00 - 3
WARRANTY FOR _________________________________________WORK We, the undersigned, hereby warrant that Work described above which we have furnished and/or installed for the following project:
City of San Ramon – Fire Station 34
San Ramon, California
is in accordance with the Contract Documents and that said Work as installed will fulfill or exceed all of the Warranty requirements. We agree to repair or replace our Work, together with any adjacent Work which is displaced or damaged by so doing, that proves defective in workmanship, material, or operation within a period of ( ) year(s) from date of final acceptance of the project by the City or from the Date of Certificate of Substantial Completion, whichever is earlier, ordinary wear and tear and unusual abuse or neglect excepted.
In the event of our failure to comply with the above-mentioned conditions within a reasonable period of time, as determined by the City, after being notified in writing, we, the undersigned, collectively and separately do hereby authorize the City to have said defects repaired and/or replaced and made good, and to pay in discharging said Work, including all collection costs and reasonable attorney fees.
Date:
(Subcontractor, Subcontractor, Manufacturer, Supplier)
By
Title
State License No.
Date:
(Contractor)
By
Title
State License No.
Local Representative to be contacted for maintenance, repair and/or replacement service:
Name:
Address:
Phone No.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Demonstration and Training
Roseville, California 01 82 00 - 1
SECTION 01 82 00
DEMONSTRATION AND TRAINING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for instructing Owner's personnel, including the following:
1. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment.
3. Demonstration and training videotapes.
B. See Divisions 2 through 16 Sections for specific requirements for demonstration and training for products in those Sections.
1.2 SUBMITTALS
A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.
B. Demonstration and Training Videotapes: Submit two copies within seven days of end of each training module.
1.3 QUALITY ASSURANCE
A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance.
B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Division 1 Section "Quality Requirements," experienced in operation and maintenance procedures and training.
C. Pre-instruction Conference: Conduct conference at Project site. Review methods and procedures related to demonstration and training.
D. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Demonstration and Training
Roseville, California 01 82 00 - 2
PART 2 - PRODUCTS
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows:
1. HVAC Equipment.
2. Energy Management System
3. Station Alerting System
4. Vehicle Exhaust System
B. Training Modules: Develop a learning objective and teaching outline for each module.
Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following:
1. Basis of System Design, Operational Requirements, and Criteria: Include system and equipment descriptions, operating standards, regulatory requirements, equipment function, operating characteristics, limiting conditions, and performance curves.
2. Documentation: Review emergency, operations, and maintenance manuals; Project Record Documents; identification systems; warranties and bonds; and maintenance service agreements.
3. Emergencies: Include instructions on stopping; shutdown instructions; operating instructions for conditions outside normal operating limits; instructions on meaning of warnings, trouble indications, and error messages; and required sequences for electric or electronic systems.
4. Operations: Include startup, break-in, control, and safety procedures; stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; operating procedures for emergencies and equipment failure; and required sequences for electric or electronic systems.
5. Adjustments: Include alignments and checking, noise, vibration, economy, and efficiency adjustments.
6. Troubleshooting: Include diagnostic instructions and test and inspection procedures.
7. Maintenance: Include inspection procedures, types of cleaning agents, methods of cleaning, procedures for preventive and routine maintenance, and instruction on use of special tools.
8. Repairs: Include diagnosis, repair, and disassembly instructions; instructions for identifying parts; and review of spare parts needed for operation and maintenance. Not for Construction For Council Approval
City of Roseville 08/01/2022
Johnson Pool House Remodel Demonstration and Training
Roseville, California 01 82 00 - 3
PART 3 - EXECUTION
3.1 INSTRUCTION
A. Facilitator: Contractor shall engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.
1. Owner will furnish an instructor to describe Owner's operational philosophy.
C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season.
1. Schedule training with Owner with at least seven days' advance notice.
D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a written performance-based test.
3.2 DEMONSTRATION AND TRAINING VIDEOTAPES
A. General: Engage a qualified commercial photographer to record demonstration and training videotapes. Record each training module separately. Include classroom instructions and demonstrations, board diagrams, and other visual aids, but not student practice.
1. At beginning of each training module, record each chart containing learning objective and lesson outline.
B. DVD Format: Provide high-quality DVD recording.
C. Narration: Describe scenes on videotape by audio narration by microphone while dubbing audio narration off-site during the time videotape is recorded. Include description of items being viewed. Describe vantage point, indicating location, direction (by compass point), and elevation or story of construction.
END OF SECTION
Not for Construction
For Council Approval
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(1'2)6(&7,21 Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Thermal Insulation
Roseville, California 07 21 00-1
SECTION 07 21 00
THERMAL INSULATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Glass-fiber blanket.
2. Mineral-wool blanket.
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Sustainable Design Submittals:
1. Product Data: For adhesives, indicating VOC content.
C. Product test reports.
D. Research reports.
PART 2 - PRODUCTS
2.1 MINERAL-WOOL BLANKETS
A. Mineral-Wool Blanket, Unfaced: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Johns Manville; a Berkshire Hathaway company.
b. ROCKWOOL.
c. Thermafiber, Inc.; an Owens Corning company.
2.2 ACCESSORIES
A. Insulation for Miscellaneous Voids:
1. Glass-Fiber Insulation: ASTM C 764, Type II, loose fill; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E 84.
2. Spray Polyurethane Foam Insulation: ASTM C 1029, Type II, closed cell, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, per ASTM E 84.
B. Insulation Anchors, Spindles, and Standoffs: As recommended by manufacturer.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and applications.
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Thermal Insulation
Roseville, California 07 21 00-2
C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.
D. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value.
3.2 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION
A. Blanket Insulation: Install in cavities formed by framing members according to the following requirements:
1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends.
2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members.
3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation.
4. For wood-framed construction, install blankets according to ASTM C 1320 and as follows:
a. With faced blankets having stapling flanges, lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it.
5. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings, and seal each continuous area of insulation to ensure airtight installation. a. Interior Walls: Set units with facing placed as indicated on Drawings.
B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials:
1. Glass-Fiber Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft..
2. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 1
SECTION 07 92 00
JOINT SEALANTS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Silicone joint sealants.
2. Urethane joint sealants.
3. Mildew-resistant joint sealants.
4. Latex joint sealants.
1.02 SUBMITTALS
A. Product Data: For each joint-sealant product.
B. Sustainable Design Submittals:
1. Product Data: For sealants, indicating VOC content.
C. Samples: For each kind and color of joint sealant required.
D. Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application, joint location, and designation.
2. Joint-sealant manufacturer and product name.
3. Joint-sealant formulation.
4. Joint-sealant color.
E. Product test reports.
F. Preconstruction field-adhesion-test reports.
G. Sample warranties.
1.03 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing indicated.
1.04 PRECONSTRUCTION TESTING
A. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1.1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
1.05 WARRANTY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.
1. Warranty Period: Two years from date of Substantial Completion.Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 2
B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.
1. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.01 JOINT SEALANTS, GENERAL
A. VOC Content: Verify sealants and sealant primers comply with the following:
1. Architectural sealants have a VOC content of 250 g/L or less.
2. Sealants and sealant primers for nonporous substrates have a VOC content of 250 g/L or less.
3. Sealants and sealant primers for porous substrates have a VOC content of 775 g/L or less.
B. Colors of Exposed Joint Sealants: As selected by Owner from manufacturer's full range.
2.02 NON-STAINING SILICONE JOINT SEALANTS
A. Non-staining Joint Sealants: No staining of substrates when tested according to ASTM C 1248.
B. Silicone, Non-staining, S, NS, 50, NT: Non-staining, single-component, non-sag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. GE Construction Sealants; Momentive Performance Materials Inc. b. Pecora Corporation.
c. Sika Corporation; Joint Sealants.
d. The Dow Chemical Company.
e. Tremco Incorporated.
2.03 URETHANE JOINT SEALANTS
A. Urethane, S, NS, 25, NT: Single-component, non-sag, nontraffic-use, plus 25 percent and minus 25 percent movement capability, urethane joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Master Builders Solutions.
b. Pecora Corporation.
c. Sika Corporation; Joint Sealants.
d. Tremco Incorporated.
B. Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 25, Uses T and NT.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Master Builders Solutions.
b. Pecora Corporation.
c. Polymeric Systems, Inc.
d. Sherwin-Williams Company (The). Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 3
C. Urethane, M, P, 50, T, NT: Multicomponent, pourable, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade P, Class 50, Uses T and NT.
1. Manufacturers: Subject to compliance with requirements, provide products by the following:
a. LymTal International Inc.
2.04 MILDEW-RESISTANT JOINT SEALANTS
A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth.
B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. GE Construction Sealants; Momentive Performance Materials Inc. b. Pecora Corporation.
c. The Dow Chemical Company.
d. Tremco Incorporated.
C. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Pecora Corporation.
b. Sherwin-Williams Company (The).
c. Tremco Incorporated.
2.05 JOINT-SEALANT BACKING
A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Adfast.
b. Alcot Plastics Ltd.
c. Construction Foam Products; a division of Nomaco, Inc. d. Master Builders Solutions.
B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer.
2.06 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials.
C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 4
PART 3 - EXECUTION
3.01 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements:
1. Remove laitance and form-release agents from concrete.
2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion.
B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces.
3.02 INSTALLATION OF JOINT SEALANTS
A. General: Comply with ASTM C 1193 and joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.
B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.
D. Install sealants using proven techniques that comply with the following and at the same time backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.
E. Tooling of Non-sag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces.
1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.
3.03 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed and cured sealant joints as follows:
a. Perform one test for each 1000 feet of joint length thereafter or one test per each floor per elevation.
2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
B. Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 5
requirements. Retest failed applications until test results prove sealants comply with indicated requirements.
3.04 JOINT-SEALANT SCHEDULE
A. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces, JS-A.
1. Joint Locations:
a. Control and expansion joints in brick pavers.
b. Isolation and contraction joints in cast-in-place concrete slabs. c. Joints in paving units.
d. Tile control and expansion joints.
e. Joints between different materials listed above.
f. Other joints as indicated on Drawings.
2. Joint Sealant: Urethane, M, P, 50, T, NT.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces JS-B.
1. Joint Locations:
a. Construction joints in cast-in-place concrete.
b. Joints between plant-precast architectural concrete units. c. Control and expansion joints in unit masonry.
d. Joints in dimension stone cladding.
e. Other joints as indicated on Drawings.
2. Joint Sealant: Silicone, non-staining, S, NS, 50, NT.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces JS-C.
1. Joint Locations:
a. Isolation joints in cast-in-place concrete slabs.
b. Control and expansion joints in stone flooring.
c. Control and expansion joints in brick flooring.
d. Control and expansion joints in tile flooring.
e. Other joints as indicated on Drawings.
2. Joint Sealant: Urethane, S, P, 25, T, NT.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces JS-D.
1. Joint Locations:
a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Tile control and expansion joints.
c. Vertical joints on exposed surfaces of concrete walls and partitions. d. Other joints as indicated on Drawings.
2. Joint Sealant: Urethane, S, NS, 25, NT.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
E. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement JS-E.
1. Joint Locations:
a. Control joints on exposed interior surfaces of exterior walls. b. Perimeter joints between interior wall surfaces and frames of interior doors windows and elevator entrances.
c. Other joints as indicated on Drawings.
2. Joint Sealant: Acrylic latex. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Joint Sealants
Roseville, California 07 92 00 - 6
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
F. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces JS-F.
1. Joint Locations:
a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints where indicated.
c. Other joints as indicated on Drawings.
2. Joint Sealant: Silicone, mildew resistant, acid curing, S, NS, 25, NT.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
G. Joint-Sealant Application: Concealed mastics JS-G.
1. Joint Locations:
a. Aluminum thresholds.
b. Sill plates.
c. Other joints as indicated on Drawings.
2. Joint Sealant: Butyl-rubber based.
3. Joint-Sealant Color: As selected by Owner from manufacturer's full range of colors.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 1
SECTION 08 11 13
HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes hollow-metal work.
1.02 DEFINITIONS
A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.
1.03 SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.
C. Samples for Selection: For units with factory-applied color finishes.
D. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.
E. Product test reports.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Ceco Door; ASSA ABLOY.
2. Curries Company; ASSA ABLOY.
3. Custom Metal Products.
4. Steelcraft; an Allegion brand.
5. Stiles Custom Metal, Inc.
2.02 REGULATORY REQUIREMENTS
A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings and temperature-rise limits indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.
1. Smoke- and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105.Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 2
B. Fire-Rated, Borrowed-Lite Assemblies: Complying with NFPA 80 and listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9.
2.03 INTERIOR DOORS AND FRAMES
A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2. At interior locations unless indicated otherwise in the Door and Frame Schedule.
1. Physical Performance: Level B according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1-3/4 inches.
c. Face: Metallic-coated, cold-rolled steel sheet, minimum thickness of 0.042 inch. d. Edge Construction: Model 2, Seamless.
e. Core: Manufacturer's standard Polystyrene Polyurethane or Polyisocyanurate.
3. Frames:
a. Materials: Metallic-coated, steel sheet, minimum thickness of 0.053 inch. b. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame.
c. Construction: Full profile welded.
4. Exposed Finish: Prime.
B. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3. At locations indicated in the Door and Frame Schedule.
1. Physical Performance: Level A according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1-3/4 inches.
c. Face: Metallic-coated, cold-rolled steel sheet, minimum thickness of 0.053 inch. d. Edge Construction: Model 2, Seamless.
e. Core: Manufacturer's standard Polystyrene, Polyurethane or Polyisocyanurate..
3. Frames:
a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch. b. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame.
c. Construction: Full profile welded.
4. Exposed Finish: Prime.
2.04 EXTERIOR HOLLOW-METAL DOORS AND FRAMES
A. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3. At exterior locations unless noted otherwise in the Door and Frame Schedule.
1. Physical Performance: Level A according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1-3/4 inches.
c. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating. d. Edge Construction: Model 2, Seamless.
e. Core: Manufacturer's standard insulation material.
3. Thermal-Rated Doors: Provide doors fabricated with thermal-resistance value (R-value) of not less than 2.1 deg F x h x sq. ft./Btu when tested according to ASTM C 1363.
4. Frames:
a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 3
b. Construction: Full profile welded.
5. Exposed Finish: Factory.
2.05 FRAME ANCHORS
A. Jamb Anchors:
1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than
0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick.
2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick.
3. Post-installed Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch-diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.
B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows:
1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.
2.06 MATERIALS
A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications.
B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.
C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B.
D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized.
1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.
E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.
F. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials.
G. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M.
H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing).
I. Glazing: Section 08 80 00 "Glazing."
J. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil dry film thickness per coat.
2.07 FABRICATION
A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 4
fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.
B. Hollow-Metal Doors:
1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape.
Seal joints in top edges of doors against water penetration.
2. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated.
C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.
1. Sidelite and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.
2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.
3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.
4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.
5. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Masonry Type: Locate anchors not more than 16 inches from top and bottom of frame. Space anchors not more than 32 inches o.c., to match coursing, and as follows:
1) Two anchors per jamb up to 60 inches high.
2) Three anchors per jamb from 60 to 90 inches high.
3) Four anchors per jamb from 90 to 120 inches high.
4) Four anchors per jamb plus one additional anchor per jamb for each 24 inches or fraction thereof above 120 inches high.
b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:
1) Three anchors per jamb up to 60 inches high.
2) Four anchors per jamb from 60 to 90 inches high.
3) Five anchors per jamb from 90 to 96 inches high.
4) Five anchors per jamb plus one additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high.
c. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c.
6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.
D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.
1. Reinforce doors and frames to receive non-templated, mortised, and surface-mounted door hardware.
2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollowmetal work for hardware.
E. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 5
1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow-metal work.
2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently.
3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.
4. Provide loose stops and moldings on inside of hollow-metal work.
5. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated.
2.08 STEEL FINISHES
A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.
1. Shop Primer: SDI A250.10.
2.09 ACCESSORIES
A. Louvers: Provide sight-proof louvers for interior doors, where indicated, which comply with SDI 111C, with blades or baffles formed of 0.020-inch-thick, cold-rolled steel sheet set into 0.032-inch-thick steel frame.
1. Fire-Rated Automatic Louvers: Movable blades closed by actuating fusible link, and listed and labeled for use in fire-rated door assemblies of type and fire-resistance rating indicated.
B. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.
C. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, sidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.
1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.
a. At fire-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.
c. Install frames with removable stops located on secure side of opening. d. Install door silencers in frames before grouting.
e. Remove temporary braces necessary for installation only after frames have been properly set and secured.
f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.
g. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.
a. Floor anchors may be set with power-actuated fasteners instead of post-installed expansion anchors if so indicated and approved on Shop Drawings.
3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames.Not for Construction For Council Approval
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Johnson Pool House Remodel Hollow Metal Doors and Frames Roseville, California 08 11 13 - 6
4. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout.
5. Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation.
6. In-Place Concrete or Masonry Construction: Secure frames in place with post-installed expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.
7. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions.
8. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances:
a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.
b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.
c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.
d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.
B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.
1. Non-Fire-Rated Steel Doors:
a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch. b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch. c. At Bottom of Door: 5/8 inch plus or minus 1/32 inch, unless noted otherwise. d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.
2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.
3. Smoke-Control Doors: Install doors and gaskets according to NFPA 105.
C. Glazing: Comply with installation requirements in Section 08 80 00 "Glazing" and with hollow-metal manufacturer's written instructions.
1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner.
3.02 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.
B. Remove grout and other bonding material from hollow-metal work immediately after installation.
C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.
D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.
E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Overhead Coiling Doors
Roseville, California 08 11 13 - 1
SECTION 08 33 23
OVERHEAD COILING COUNTER SHUTTERS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: Manual rolling counter shutters
B. Related Sections:
1. 05 50 00 Metal Fabrications. Door opening jamb and head members
2. 06 10 00 Rough Carpentry. Door opening jamb and head members
3. 08 31 00 Access Doors and Panels. Access doors
4. 08 70 00 Hardware. Padlocks. Masterkeyed cylinder
5. 09 91 00 Painting. Field painting
6. Division 26. Electrical wiring and conduit, fuses, disconnect switches, connection of operator to power supply, and installation of control station and wiring C. Products That May Be Supplied, But Are Not Installed Under This Section:
1. Control Station
1.2 SUBMITTALS
A. Reference Section 01 33 00 Submittal Procedures; submit the following items:
1. Product Data
2. Shop Drawings: Include special conditions not detailed in Product Data. Show interface with adjacent work.
3. Quality Assurance/Control Submittals:
a. Provide manufacturer ISO 9001:2015 registration
b. Provide manufacturer and installer qualifications - see below c. Provide manufacturer's installation instructions
4. Closeout Submittals:
a. Operation and Maintenance Manual
b. Certificate stating that installed materials comply with this specification
1.3 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer Qualifications: ISO 9001:2015 registered and a minimum of five years experience in producing counter doors of the type specified
2. Installer Qualifications: Manufacturer’s approval
1.4 DELIVERY STORAGE AND HANDLING
A. Reference Section 01 66 00 Product Storage and Handling Requirements.
B. Follow manufacturer’s instructions.
1.5 WARRANTY
A. Standard Warranty: Two years from date of shipment against defects in material and workmanship
B. Maintenance: Submit for owner’s consideration and acceptance of a maintenance service agreement for installed products Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Overhead Coiling Doors
Roseville, California 08 11 13 - 2
PART 2 PRODUCTS
2.1 MANUFACTURER
A. Manufacturer:
1. Cornell: 24 Elmwood Avenue, Mountain Top, PA 18707. Telephone: (800) 233- 8366.
2. Cookson
3. Clopay Building Products
2.2 PRODUCT INFORMATION
A. Model: ESC10
2.3 MATERIALS
A. Curtain:
.
1. Slat Configuration:
a. Stainless Steel: No. 1F, interlocked flat-faced slats, 1-1/2 inches (38 mm) high by 1/2 inch (13 mm) deep, minimum 22 gauge AISI type 304 #4 finish stainless steel with stainless steel angle bottom bar with lift handles and vinyl astragal
2. Finish:
.
a. Stainless Steel: type 304 #4 finish
B. Endlocks:
Fabricate interlocking slat sections with high strength molded nylon endlocks riveted to ends of alternate slats
C. Guides:
1. Fabrication:
a. Stainless Steel: 12 gauge formed shapes
2. Finish:
a. Stainless Steel: type 304 #4 finish
D. Shaft Assembly:
.
1. Counterbalance Shaft Assembly:
a. Barrel: Steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot (2.5 mm per meter) of width Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Overhead Coiling Doors
Roseville, California 08 11 13 - 3
b. Spring Balance: Oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door to ensure that maximum effort to operate will not exceed 25 lbs (110 N). Provide wheel for applying and adjusting spring torque
E. Brackets:
Fabricate from reinforced steel plate with bearings at rotating support points to support counterbalance shaft assembly and form end closures
1. Finish:
a. Standard (Stock Colors): Zirconium treatment followed by a gray baked-on polyester powder coat; minimum 2.5 mils (0.065 mm) cured film thickness
F. Hood:
Minimum 24 gauge stainless steel with reinforced top and bottom edges. Provide minimum 1/4 inch (6.35 mm) steel intermediate support brackets.
1. Finish:
.
a. Stainless steel: type 304 #4 finish
2.4 OPERATION
A. Manual Operation:
1. Crank Hoist: Crank hoist operator including crank gear box, steel crank drive shaft and geared reduction unit. Fabricate gear box to completely enclose operating mechanism and be oil-tight.
2.5 ACCESSORIES
.
A. Locking:
1. Padlockable slide bolt: Padlockable slide bolt on coil side of bottom bar at each jamb extending into slots in guides. Provide interlock switches on motor operated units.
.
C. Operator [and Bracket Mechanism] Cover:
Minimum 24 gauge stainless steel sheet metal cover at coil area of unit. Finish to match door hood.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates upon which work will be installed and verify conditions are in accordance with approved shop drawings
B. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates C. Commencement of work by installer is acceptance of substrate
3.2 INSTALLATION Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Overhead Coiling Doors
Roseville, California 08 11 13 - 4
A. Install door and operating equipment with necessary hardware, anchors, inserts, hangers and supports
B. Follow manufacturer's installation instructions
3.3 ADJUSTING
A. Following completion of installation, including related work by others, lubricate, test, and adjust doors for ease of operation, free from warp, twist, or distortion
3.4 CLEANING
A. Clean surfaces soiled by work as recommended by manufacturer B. Remove surplus materials and debris from the site
3.5 DEMONSTRATION
A. Demonstrate proper operation to Owner's Representative B. Instruct Owner's Representative in maintenance procedures
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Sectional Overhead Doors
Roseville, California 08 36 13 - 1
SECTION 086313
SECTIONAL OVERHEAD DOORS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Aluminum full view sectional overhead door (Model 904)
1.2 RELATED SECTIONS
A. 06 10 00 - Rough Carpentry.
B. 07 90 00 - Joint Seals.
C. 08 71 00 - Door Hardware and locks.
D. 09 90 00 - Paints and Coatings.
1.3 REFERENCES
A. ASTM B 653/653M
B. ASTM B 209/209M
C. ASTM B 221/221M
D. AAMA 2604
E. DASMA TDS-163
F. ANSI/DASMA 102
1.4 SUBMITTALS
A. Submit under provisions of Section 01 30 00 - Administrative Requirements.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
4. Operation and maintenance data.
C. Shop Drawings: Include opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.
D. Selection Samples: Upon request furnish color samples or 2’ X 2’ section sample
1.5 WIND PERFORMANCE REQUIREMENTS
A. Design doors to withstand positive and negative wind loads as calculated in accordance with applicable building code and detailed in structural documents.
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: Minimum ten years of documented experience.
B. Installer Qualifications: Minimum five years of documented experience, and authorized by the door manufacturer.
1.7 WARRANTY
A. Manufacturers Limited Warranty aluminum sectional overhead doors.
1. Standard finish warranty against cracking, checking, or peeling for 5 years.
Color Blast Finish option warranty for 5 years; Parts and Hardware for 1 year Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Sectional Overhead Doors
Roseville, California 08 36 13 - 2
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Manufacturer: Clopay Corporation
B: Alternates
1. Cornell
2. Cookson
2.2 ARCHITECTURAL SERIES ALUMINUM SECTIONAL OVERHEAD DOOR A. Basis Of Design: Full View Aluminum Doors: Clopay Model 904 Section Thickness: 2 1/8 inches
Solid Aluminum Panels
1. Aluminum Panel Finish:
a. Factory Powder Coated, RAL color to be selected by owner.
2. Aluminum Mullion Finish:
a. Factory Anodized Black.
3. Locking: Inside spring loaded slide bolt lock on end stile that engages slot in track. a. Provide two inside slide lock.
4. Weatherstripping: Provide complete perimeter seals.
5. Track:
a. 2 inches track designed for 2” diameter rollers. Vertical tracks minimum
0.061 inch galvanized steel. Horizontal tracks minimum 0.075 inch galvanized steel).
b. Configure track to maximize headroom clearance.
6. Spring Counterbalance: Torsion spring counterbalance mechanism sized to weight of the door, with high strength galvanized aircraft cable with minimum 7 to 1 safety factor
a. Heavy Duty Cycle Spring: 25,000 cycle.
2.3 OERATION
A. Manual Push up. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Sectional Overhead Doors
Roseville, California 08 36 13 - 3
PART 3 EXECUTION
1.8 EXAMINATION
A. Examine wall and overhead areas, including opening framing and blocking, with installer present, for compliance with requirements for installation tolerances, clearances, and other conditions affecting performance of Work in this Section.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
B. If substrate preparation is the responsibility of another installer, notify Owner of unsatisfactory preparation before proceeding.
1.9 PREPARATION
A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
1.10 INSTALLATION
A. Install overhead doors and track in accordance with approved shop drawings and the manufacturer's printed instructions.
1.11 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 1
SECTION 08 71 00
DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mechanical door hardware for the following:
a. Swinging doors.
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Samples: For each exposed product in each finish specified.
C. Door hardware schedule.
D. Keying schedule.
E. Sample warranty.
F. Maintenance data.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying.
B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and who is currently certified by DHI as an Architectural Hardware Consultant (AHC).
1.4 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period.
1. Warranty Period: Insert number years from date of Substantial Completion unless otherwise indicated below:
a. Exit Devices: Two years from date of Substantial Completion. b. Manual Closers: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 2
B. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the DOJ's "2010 ADA Standards for Accessible Design" and the 2016 California Building Code.
2.2 SCHEDULED DOOR HARDWARE
A. Provide products for each door that comply with requirements indicated in Part 2 and door hardware schedule.
1. Door hardware is scheduled on Drawings.
2.3 HINGES
A. Hinges: BHMA A156.1. Provide template-produced hinges for hinges installed on hollow-metal doors and hollow-metal frames.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Hager Companies.
b. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.4 SELF-CLOSING HINGES AND PIVOTS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Hager Companies.
2. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.5 CONTINUOUS HINGES
A. Continuous Hinges: BHMA A156.26; minimum 0.120-inch-thick, hinge leaves with minimum overall width of 4 inches; fabricated to full height of door and frame and to template screw locations; with components finished after milling and drilling are complete.
B. Continuous, Gear-Type Hinges: Extruded-aluminum, pinless, geared hinge leaves joined by a continuous extruded-aluminum channel cap; with concealed, self-lubricating thrust bearings.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Hager Companies.
b. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.6 MECHANICAL LOCKS AND LATCHES
A. Lock Functions: As indicated in door hardware schedule.
B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows:
1. Bored Locks: Minimum 1/2-inch latchbolt throw.
2. Mortise Locks: Minimum 3/4-inch latchbolt throw.
3. Deadbolts: Minimum 1-inch bolt throw.
C. Lock Backset: 2-3/4 inches unless otherwise indicated. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 3
D. Lock Trim:
1. Description: As indicated on Drawings.
2. Levers: Cast.
3. Escutcheons (Roses): Cast.
4. Dummy Trim: Match lever lock trim and escutcheons.
E. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch.
1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.
F. Bored Locks: BHMA A156.2; Grade 1; Series 4000.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Stanley Commercial Hardware; a division of Stanley Security Solutions. b. Allegion plc.
2.7 AUXILIARY LOCKS
A. Bored Auxiliary Locks: BHMA A156.36: Grade 1; with strike that suits frame.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.8 SURFACE BOLTS
A. Surface Bolts: BHMA A156.16.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Door Controls International, Inc.
c. Trimco.
2.9 MANUAL FLUSH BOLTS
A. Manual Flush Bolts: BHMA A156.16; minimum 3/4-inch throw; designed for mortising into door edge.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Adams Rite Manufacturing Co; an ASSA ABLOY Group company. b. Allegion plc.
c. Door Controls International, Inc.
d. Trimco.
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 4
2.10 EXIT DEVICES AND AUXILIARY ITEMS
A. Exit Devices and Auxiliary Items: BHMA A156.3.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Adams Rite Manufacturing Co; an ASSA ABLOY Group company. b. Allegion plc.
c. Precision Hardware, Inc.; a Stanley company.
d. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.11 LOCK CYLINDERS
A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. Provide cylinder from same manufacturer of locking devices.
B. Standard Lock Cylinders: BHMA A156.5; Grade 1 permanent cores; face finished to match lockset.
C. High-Security Lock Cylinders: BHMA A156.30; Grade 1 permanent cores that are removable; face finished to match lockset.
D. Construction Master Keys: Provide cylinders with feature that permits voiding of construction keys without cylinder removal. Provide 10 construction master keys.
E. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide 10 construction master keys.
2.12 KEYING
A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, appendix. Provide one extra key blank for each lock. Incorporate decisions made in keying conference.
1. Grand Master Key System: Change keys, a master key, and a grand master key operate cylinders.
a. Provide three cylinder change keys and five each of master and grand master keys.
2. Existing System:
a. Master key or grand master key locks to Owner's existing system. b. Re-key Owner's existing master key system into new keying system.
3. B. Keys: Nickel silver.
1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation:
a. Notation: "DO NOT DUPLICATE."
2.13 OPERATING TRIM
A. Operating Trim: BHMA A156.6; stainless steel unless otherwise indicated.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 5
a. Allegion plc.
b. Hager Companies.
c. Trimco.
2.14 ACCESSORIES FOR PAIRS OF DOORS
A. Carry-Open Bars: BHMA A156.3; prevent the inactive leaf from opening before the active leaf; provide polished brass or bronze carry-open bars with strike plate for inactive leaves of pairs of doors unless automatic or self-latching bolts are used.
2.15 SURFACE CLOSERS
A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written instructions for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Hager Companies.
c. Norton Door Controls; an ASSA ABLOY Group company.
d. Stanley Commercial Hardware; a division of Stanley Security Solutions.
2.16 MECHANICAL STOPS AND HOLDERS
A. Wall- and Floor-Mounted Stops: BHMA A156.16.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Hager Companies.
c. Trimco.
2.17 OVERHEAD STOPS AND HOLDERS
A. Overhead Stops and Holders: BHMA A156.8.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Architectural Builders Hardware Mfg., Inc.
c. Hager Companies.
2.18 DOOR GASKETING
A. Door Gasketing: BHMA A156.22; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 6
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Hager Companies.
b. National Guard Products, Inc.
c. Pemko Manufacturing Co.
B. Maximum Air Leakage: When tested according to ASTM E 283 with tested pressure differential of
0.3-inch wg, as follows:
1. Gasketing on Single Doors: 0.3 cfm/sq. ft. of door opening.
2. Gasketing on Double Doors: 0.50 cfm per foot of door opening.
2.19 THRESHOLDS
A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. National Guard Products, Inc.
b. Pemko Manufacturing Co.
2.20 METAL PROTECTIVE TRIM UNITS
A. Metal Protective Trim Units: BHMA A156.6; fabricated from 0.050-inch-thick stainless steel; with manufacturer's standard machine or self-tapping screw fasteners.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allegion plc.
b. Hager Companies.
c. Trimco.
2.21 FINISHES
A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations.
1. Standard Steel Doors and Frames: ANSI/SDI A250.8.
2. Wood Doors: DHI's "Recommended Locations for Architectural Hardware for Wood Flush Doors."
B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Door Hardware
Roseville, California 08 71 00 - 7
C. Hinges: Install types and in quantities indicated in door hardware schedule, but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided.
D. Lock Cylinders: Install construction cores to secure building and areas during construction period.
1. Replace construction cores with permanent cores as directed by Owner.
E. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 07 92 00 "Joint Sealants." F. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic.
G. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame.
1. Do not notch perimeter gasketing to install other surface-applied hardware.
H. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed.
I. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed.
3.2 ADJUSTING
A. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Gypsum Wallboard
Roseville, California 092900-1
SECTION 092900
GYPSUM WALLBOARD
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes: Gypsum wallboard as indicated on the drawings.
1.02 RELATED SECTIONS
A. Section 061000 “Rough Carpentry”.
B. Section 079200 “Sealants”.
C. Section 099113 “Exterior Painting”.
D. Section 099123 “Interior Painting”
1.03 SUBMITTALS
A. Provide manufacturer's data for all material to be supplied under this section of work.
B. Provide certification that materials meet these specifications.
C. Provide manufacturer's printed instructions for installation of assemblies.
D. Provide samples of texture finishes for approval.
1.04 STORAGE AND HANDLING
A. Deliver materials in manufacturer's unopened containers, packages or bundles identified with manufacturer's name, brand, type, and grade clearly marked.
B. Store in dry areas and protect from dampness and deterioration.
C. Protect ready-mixed products from freezing.
D. Protect metal products from rusting.
E. Deliver fire-rated materials bearing testing agency label and required fire classification number.
1.05 PROJECT CONDITIONS
A. Do not install wallboard products unless installation areas comply with minimum temperature and ventilation requirements recommended by manufacturer.
B. Under slow drying conditions, allow additional drying time between coats of joint treatment.
PART 2 – PRODUCTS
2.01 MANUFACTURERS
A. Provide gypsum wallboard materials manufactured by Georgia Pacific, United States Gypsum, or Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Gypsum Wallboard
Roseville, California 092900-2
equal.
B. Gypsum Board:
1. Standard: ASTM C1396 – C1396M; or Fed. Spec. SS-L-30, Type III, Grade R, Class I; 5/8 inch thick, tapered edges, ends square cut, maximum permissible lengths.
2. Water-resistant: ASTM C 630, 5/8 inch thick, tapered edges, ends square cut, maximum permissible lengths.
a. Seal all edges per manufacturer's recommendations.
3. Fire Resistant: Type X or Type C as indicated. 5/8” thick minimum.
4. Ceramic Tile Backer Board: 5/8" "Den-shield", by Georgia-Pacific, or equal.
2.02 GYPSUM WALLBOARD ACCESSORIES
A. Provide gypsum wallboard accessories in accordance with Gypsum Association GA-216, and as shown on Drawings and specified.
B. Provide all accessories such as corner beads and edge trim as metal fabrications (26 gauge minimum).
C. Joint Treatment:
1. Tape: Perforated, conforming to ASTM C 475 or Fed. Spec. SS-J-570, Type II.
2. Compound: Powdered or ready-mixed conforming to ASTM C 475 or Fed. Spec.
SS-J-570, Type I. Taping and topping joint compound or all-purpose joint compound may be used.
D. Texturing:
1. Wall Texturing: Provide materials manufactured by U. S. Gypsum, or equal.
2. Ceiling Texturing: Provide materials manufactured by U. S. Gypsum, or equal.
PART 3 – EXECUTION
3.01 COORDINATION
A. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work which is to be placed in or behind framing and gypsum wallboard. Allow such items to be installed after framing is completed.
3.02 GYPSUM BOARD INSTALLATION
A. Install gypsum board in accordance with Gypsum Association GA-216 recommendations.
B. Erect gypsum board in direction most practical and across studs with ends and edges occurring over continuous firm bearing. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Gypsum Wallboard
Roseville, California 092900-3
C. Use screws when fastening gypsum board to framing.
D. Treat cut edges and holes in moisture resistant gypsum board with sealant.
E. Place corner beads and trim/molds as shown or required. Use longest practical lengths. Place edge trim and molds where gypsum board abuts dissimilar materials and at all board terminations exposed to view. Construct reveals required by Drawings.
F. Tape, fill, and sand exposed joints, edges, corners, and openings to produce surfaces ready to receive finishes except at non-exposed-to-view conditions. Feather coats onto adjoining surfaces so that camber is maximum of 1/16 inch. Finishing of taping is not required at areas to receive tiles, and areas above exposed-to-view ceilings.
G. Remove and correct or replace defective work in a manner acceptable to the Owner.
H. Hang ceiling and soffit systems level and plumb, in true alignment with adjacent surfaces and walls.
I. Construct tight fitting joints in exposed ceiling members, continuously around openings and obstructions.
3.03 TRIM
A. Apply edge casing plumb and true to all openings and exposed ends of wallboard abutting another material or as specifically detailed otherwise. Use continuous lengths where possible.
B. Apply corner bead plumb and true to all exposed exterior corners in continuous lengths whenever possible.
C. The drawings do not purport to show all locations and all requirements for metal trim in connection with the work of this Section. Carefully study the drawings and the job conditions; provide in place, all metal trim recommended by the manufacturer of the gypsum wallboard used and as required for a finished installation.
3.04 APPLICATION OF TEXTURE FINISH
A. Finish: All wall surfaces shall receive a "Level 4" smooth finish minimum.
B. Finish Application: Mix and apply finish to drywall and other surfaces indicated to receive finish in strict accordance with manufacturer's instructions to produce a uniform finish.
1. Finish shall be smooth.
2. Gypsum Board finish shall be inspected by Owner to approve after prime coat has been applied by the painter.
D. Remove any droppings or overspray from door frames, windows and other adjoining work.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Resilient Base
Roseville, California 09 65 13 - 1
SECTION 09 65 13
RESILIENT BASE AND ACCESSORIES
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Resilient base.
2. Resilient molding accessories.
1.02 SUBMITTALS
A. Product Data: For each type of product.
B. Sustainable Design Submittals:
1. Product Data: For adhesives, indicating VOC content.
C. Samples: For each exposed product and for each color and texture specified, not less than 12 inches long.
PART 2 - PRODUCTS
2.01 THERMOSET-RUBBER BASE
A. Basis-of-Design Product: Subject to compliance with requirements, provide Johnsonite; a Tarkett company; Cove Rubber Base or a comparable product by one of the following:
1. Burke Mercer Flooring Products; a division of Burke Industries Inc.
2. Flexco; Roppe Holding Company.
3. Roppe Corporation; Roppe Holding Company.
B. Product Standard: ASTM F 1861, Type TS (rubber, vulcanized thermoset), Group I (solid, homogeneous).
1. Style and Location:
a. Style B, Cove: Provide in areas with carpet and resilient flooring.
C. Thickness: 0.125 inch.
D. Height: 4 inches and 6 inches as indicated on Drawings.
E. Lengths: Coils in manufacturer's standard length.
F. Outside Corners: Job formed or preformed.
G. Inside Corners: Job formed or preformed.
H. Colors: As selected by Owner from full range of industry colors. .
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Resilient Base
Roseville, California 09 65 13 - 2
2.02 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by resilient-product manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by resilient-product manufacturer for resilient products and substrate conditions indicated.
1. Verify adhesives have a VOC content of 50 g/L or less.
PART 3 - EXECUTION
3.01 PREPARATION
A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.
B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.
C. Do not install resilient products until they are the same temperature as the space where they are to be installed.
D. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products.
3.02 RESILIENT BASE INSTALLATION
A. Comply with manufacturer's written instructions for installing resilient base.
B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.
C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned.
D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.
E. Do not stretch resilient base during installation.
F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.
G. Job-Formed Corners:
1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length.
a. Form without producing discoloration (whitening) at bends.
2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length.
a. Miter or cope corners to minimize open joints. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Resilient Base
Roseville, California 09 65 13 - 3
3.03 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protecting resilient products.
B. Cover resilient products subject to wear and foot traffic until Substantial Completion.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Epoxy-Resin Terrazzo Flooring Roseville, California 09 66 23 - 1
SECTION 09 66 23
EPOXY-RESIN TERRAZZO FLOORING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes thin-set, epoxy-resin terrazzo flooring and base.
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Sustainable Design Submittals:
1. Product Data: For adhesives, indicating VOC content.
2. Laboratory Test Reports: For adhesives, indicating compliance with requirements for lowemitting materials.
3. Laboratory Test Reports: For sealers, indicating compliance with requirements for lowemitting materials.
C. Shop Drawings: Include terrazzo installation requirements. Include plans, elevations, sections, component details, and attachments to other work.
D. Samples: For each exposed product and for each color and texture specified.
E. Maintenance data.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Engage an installer who is a contractor member of NTMA.
B. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1.4 FIELD CONDITIONS
A. Environmental Limitations: Comply with manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting terrazzo installation.
B. Control and collect water and dust produced by grinding operations. Protect adjacent construction from detrimental effects of grinding operations.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. NTMA Standards: Comply with NTMA's "Terrazzo Specifications and Design Guide" and with written recommendations for terrazzo type indicated unless more stringent requirements are specified. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Epoxy-Resin Terrazzo Flooring Roseville, California 09 66 23 - 2
B. Flooring products shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
2.2 EPOXY-RESIN TERRAZZO
A. Epoxy-Resin Terrazzo: Comply with NTMA's "Terrazzo Specifications and Design Guide" and manufacturer's written instructions for matrix and aggregate proportions and mixing.
1. Basis-of-Design Manufacturer: Sherwin Williams Company, General Polymers, Fas Top Ceramic Carpet System. Subject to compliance with requirements, one of the following products may be acceptable:
a. Hi-Tek Polymers,Inc.
b. Key Resin Company.
c. Terrazzo & Marble Supply Companies.
2. Thickness: 3/16” - 1/4 inch nominal.
3. Mix Color and Pattern: As selected by Owner from full range of industry colors.
B. Materials:
1. Flexible Reinforcing Membrane: Manufacturer's resinous membrane for substrate-crack preparation and reflective-crack reduction.
2. Primer: Manufacturer's product recommended for substrate and use indicated.
3. Epoxy-Resin Matrix: Manufacturer's standard recommended for use indicated and in color required for mix indicated.
a. Physical Properties without Aggregates:
1) Hardness: 60 to 85 per ASTM D 2240, Shore D.
2) Minimum Tensile Strength: 550-600psi per ASTM C 307. 3) Minimum Compressive Strength: 5,000 psi per ASTM C 579. 4) Chemical Resistance: No deleterious effects by contaminants listed below after seven-day immersion at room temperature per ASTM D 1308. a) Distilled water.
b) Mineral water.
c) Isopropanol.
d) Ethanol.
e) 0.025 percent detergent solution.
f) 1.0 percent soap solution.
g) 10 percent sodium hydroxide.
h) 10 percent hydrochloric acid.
i) 30 percent sulfuric acid.
j) 5 percent acetic acid.
b. Physical Properties with Aggregates: For resin blended with Georgia white marble, ground, grouted, and cured per requirements in NTMA's "Terrazzo Specifications and Design Guide"; comply with the following:
1) Flammability: Self-extinguishing, maximum extent of burning 1/4 inch per ASTM D 635.
2) Thermal Coefficient of Linear Expansion: 0.0025 inch/inch per deg F for temperature range of minus 12 to plus 140 deg F per ASTM D 696.
4. Aggregates: Comply with NTMA gradation standards for mix indicated and contain no deleterious or foreign matter.
a. Abrasion and Impact Resistance: Less than 40 percent loss per ASTM C 131. b. 24-Hour Absorption Rate: Less than 0.75 percent.
c. Dust Content: Less than 1.0 percent by weight.
5. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than (maximum available) percent.
6. Finishing Grout: Resin based. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Epoxy-Resin Terrazzo Flooring Roseville, California 09 66 23 - 3
2.3 STRIP MATERIALS
A. Thin-Set Divider Strips: L-type angle, 1/4 inch deep.
1. Material: White-zinc alloy or plastic, in color selected from full range of industry colors.
2. Top Width: 1/8 inch or 1/4 inch.
B. Heavy-Top Divider Strips: L-type angle in depth required for topping thickness indicated.
1. Bottom-Section Material: Matching top-section material.
2. Top-Section Material: White-zinc alloy Aluminum or plastic, in color selected from full range of industry colors.
3. Top-Section Width: 1/8 inch or 1/4 inch.
C. Control-Joint Strips: Separate, double L-type angles, positioned back to back, that match material and color of divider strips and in depth required for topping thickness indicated.
D. Accessory Strips: Match divider-strip width, material, and color unless otherwise indicated. Use the following types of accessory strips as required to provide a complete installation:
1. Base-bead strips for exposed top edge of terrazzo base.
2. Edge-bead strips for exposed edges of terrazzo.
3. Nosings for terrazzo stair treads and landings.
4. .
2.4 MISCELLANEOUS ACCESSORIES
A. Strip Adhesive: Epoxy-resin adhesive recommended by adhesive manufacturer for this use.
1. Adhesives shall have a VOC content of 70 g/L or less.
2. Adhesive shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Strip Anchoring Devices: Provide mechanical anchoring devices or adhesives for strip materials as recommended by manufacturer and required for secure attachment to substrate.
C. Patching and Fill Material: Terrazzo manufacturer's resinous product approved and recommended by manufacturer for application indicated.
D. Joint Compound: Terrazzo manufacturer's resinous product approved and recommended by manufacturer for application indicated.
E. Resinous Matrix Terrazzo Cleaner: Chemically neutral cleaner with pH factor between 7 and 10 that is biodegradable, phosphate free, and recommended by sealer manufacturer for use on terrazzo type indicated.
F. Sealer: Slip- and stain-resistant, penetrating-type sealer that is chemically neutral; does not affect terrazzo color or physical properties; is recommended by sealer manufacturer; and complies with NTMA's "Terrazzo Specifications and Design Guide" for terrazzo type indicated.
1. Surface Friction: Not less than 0.6 according to ASTM D 2047.
2. Acid-Base Properties: With pH factor between 7 and 10.
3. Products shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Epoxy-Resin Terrazzo Flooring Roseville, California 09 66 23 - 4
PART 3 - EXECUTION
3.1 PREPARATION
A. Clean substrates of substances, including oil, grease, and curing compounds, that might impair terrazzo bond. Provide clean, dry, and neutral substrate for terrazzo application.
B. Concrete Slabs:
1. Provide sound concrete surfaces free of laitance, glaze, efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, and other contaminants incompatible with terrazzo.
a. Shot-blast surfaces with an apparatus that abrades the concrete surface, contains the dispensed shot within the apparatus, and recirculates the shot by vacuum pickup.
b. Repair damaged and deteriorated concrete according to terrazzo manufacturer's written recommendations.
c. Use patching and fill material to fill holes and depressions in substrates according to terrazzo manufacturer's written instructions.
C. Verify that concrete substrates are dry and moisture-vapor emissions are within acceptable levels according to manufacturer's written instructions.
1. Moisture Testing: Test for moisture content by method recommended in writing by terrazzo manufacturer. Proceed with installation only after substrates pass testing.
3.2 EPOXY-RESIN TERRAZZO INSTALLATION
A. Comply with NTMA's written recommendations for terrazzo and accessory installation.
B. Place according to manufacturer's written instructions and NTMA's "Terrazzo Specifications and Design Guide."
C. Installation Tolerance: Limit variation in terrazzo surface from level to 1/4 inch in 10 feet; noncumulative.
D. Primer: Apply to terrazzo substrates according to manufacturer's written instructions.
E. Strip Materials:
1. Divider and Control-Joint Strips:
a. Locate divider strips in locations indicated.
b. Install control-joint strips back to back directly above concrete-slab control joints in locations indicated.
c. Install control-joint strips with 1/4-inch gap between strips, and install sealant in gap. d. Install strips in adhesive setting bed without voids below strips, or mechanically anchor strips as required to attach strips to substrate, as recommended by strip manufacturer.
F. Repair: Cut out and replace terrazzo areas that evidence lack of bond with substrate. Cut out terrazzo areas in panels defined by strips and replace to match adjacent terrazzo, or repair panels according to NTMA's written recommendations, as approved by Owner.
3.3 CLEANING AND PROTECTION
A. Cleaning: Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Epoxy-Resin Terrazzo Flooring Roseville, California 09 66 23 - 5
1. Remove grinding dust from installation and adjacent areas.
2. Wash surfaces with cleaner according to NTMA's written recommendations and manufacturer's written instructions; rinse surfaces with water and allow them to dry thoroughly.
B. Sealing:
1. Seal surfaces according to NTMA's written recommendations.
2. Apply sealer according to sealer manufacturer's written instructions.
C. Protection: Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure that terrazzo is without damage or deterioration at time of Substantial Completion.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Exterior Painting
Roseville, California 09 91 13 - 1
SECTION 09 91 13
EXTERIOR PAINTING
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes surface preparation and the application of paint systems on exterior substrates.
1. Concrete.
2. Concrete Masonry Units.
3. Fiber-Cement Panels & Siding.
4. Steel and iron.
5. Galvanized metal.
6. Wood.
1.02 DEFINITIONS
A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.
B. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.
C. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.
D. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
E. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.
F. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.
1.03 SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application instructions.
1. Include printout of current "MPI Approved Products List" for each product category specified, with the proposed product highlighted.
B. Sustainable Design Submittals:
1. Product Data: For paints and coatings, indicating VOC content.
C. Samples: For each type of paint system and each color and gloss of topcoat.
1.04 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1. Owner will select one surface to represent surfaces and conditions for application of each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Exterior Painting
Roseville, California 09 91 13 - 2
b. Other Items: Owner will designate items or areas required.
2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Owner at no added cost to Owner.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Basis-of-Design Product: Subject to compliance with requirements, provide Sherwin-Williams Company (The); systems as listed or comparable products by one of the following:
1. Benjamin Moore & Co.
2. Dunn-Edwards Corporation (a Nippon Paint Holdings Co. Ltd. company).
3. Pratt & Lambert.
B. Products: Subject to compliance with requirements, provide one of the products listed in the Exterior Painting Schedule for the paint category indicated.
2.02 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."
B. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.
C. VOC Content: For field applications, verify paints and coatings comply with VOC content limits of authorities having jurisdiction and the following VOC content limits:
1. Flat Paints and Coatings: 50 g/L.
2. Nonflat Paints and Coatings: 50 / 100 g/L.
3. Dry-Fog Coatings: 150 g/L.
4. Primers, Sealers, and Undercoaters: 100 g/L.
5. Rust-Preventive Coatings: 100 / 250 g/L.
6. Zinc-Rich Industrial Maintenance Primers: 100 / 340 g/L.
7. Pretreatment Wash Primers: 420 g/L.
8. Shellacs, Clear: 730 g/L.
9. Shellacs, Pigmented: 550 g/L.
D. Colors: As selected by Owner..
PART 3 - EXECUTION
3.01 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
1. Concrete: 12 percent.
2. Masonry (CMUs): 12 percent. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Exterior Painting
Roseville, California 09 91 13 - 3
C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.02 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection.
3.03 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual." B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
3.04 CLEANING AND PROTECTION
A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Owner, and leave in an undamaged condition.
B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
3.05 EXTERIOR PAINTING SCHEDULE
A. Concrete Substrates, Nontraffic Surfaces:
1. Latex System MPI EXT 3.1A or MPI EXT 3.1K:
a. Prime Coat: Primer, alkali resistant, water based, MPI #3. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15.
B. Concrete Masonry Unit Substrates:
1. Latex over Alkali-Resistant Primer System MPI EXT 4.2L:
a. Prime Coat: Primer, alkali resistant, water based, MPI #3. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, flat (MPI Gloss Level 1), MPI #10. d. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15. e. Topcoat: Latex, exterior, semi-gloss (MPI Gloss Level 5), MPI #11.
C. Steel and Iron Substrates:
1. Water-Based Light Industrial Coating System MPI EXT 5.1C or MPI EXT 5.1M:
a. Prime Coat: Primer, rust inhibitive, water based MPI #107.Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Exterior Painting
Roseville, California 09 91 13 - 4
b. Prime Coat: Shop primer specified in Section where substrate is specified. c. Intermediate Coat: Light industrial coating, exterior, water based, matching topcoat. d. Topcoat: Light industrial coating, exterior, water based, gloss (MPI Gloss Level 6), MPI #164.
D. Galvanized-Metal Substrates:
1. Water-Based Light Industrial Coating System MPI EXT 5.3J:
a. Prime Coat: Primer, galvanized, water based, MPI #134. b. Intermediate Coat: Light industrial coating, exterior, water based, matching topcoat. c. Topcoat: Light industrial coating, exterior, water based, gloss (MPI Gloss Level 6), MPI #164.
E. Wood Substrates: Wood trim.
1. Latex over Latex Primer System MPI EXT 6.3L:
a. Prime Coat: Primer, latex for exterior wood, MPI #6. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15.
2. Latex System MPI EXT 6.3A:
a. Prime Coat: Primer, alkyd for exterior wood, MPI #5. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15.
F. Wood Substrates: Wood-based panel products.
1. Latex over Latex Primer System MPI EXT 6.4K:
a. Prime Coat: Primer, latex for exterior wood, MPI #6. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15.
2. Latex over Alkyd Primer System MPI EXT 6.4G:
a. Prime Coat: Primer, alkyd for exterior wood, MPI #5. b. Intermediate Coat: Latex, exterior, matching topcoat. c. Topcoat: Latex, exterior, low sheen (MPI Gloss Level 3-4), MPI #15.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Interior Painting
Roseville, California 09 91 23 - 1
SECTION 09 91 3X
INTERIOR PAINTING
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes surface preparation and the application of paint systems on interior substrates.
1. Concrete.
2. Concrete Masonry Units.
3. Steel and iron.
4. Wood.
5. Gypsum board.
1.02 DEFINITIONS
A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.
B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.
C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.
D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.
E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.
G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.
1.03 SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application instructions.
1. Include Printout of current "MPI Approved Products List" for each product category specified, with the proposed product highlighted.
B. Sustainable Design Submittals:
1. Product Data: For paints and coatings, indicating VOC content.
C. Samples: For each type of paint system and in each color and gloss of topcoat.
1.04 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Interior Painting
Roseville, California 09 91 23 - 2
1. Owner will select one surface to represent surfaces and conditions for application of each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. b. Other Items: Owner will designate items or areas required.
2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Owner at no added cost to Owner.
PART 3 - PRO2 DCTS
2.01 MANUFACTURERS
A. Basis-of-Design Product: Subject to compliance with requirements, provide Sherwin-Williams Company (The); paint systems as noted or a comparable product by one of the following:
1. Benjamin Moore & Co.
2. Dunn-Edwards Corporation (a Nippon Paint Holdings Co. Ltd. company).
3. Pratt & Lambert.
B. Products: Subject to compliance with requirements, provide one of the products listed in the Interior Painting Schedule for the paint category indicated.
2.02 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."
B. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.
C. VOC Content: For field applications that are inside the weatherproofing system, verify paints and coatings comply with VOC content limits of authorities having jurisdiction and the following VOC content limits:
1. Flat Paints and Coatings: 50 g/L.
2. Nonflat Paints and Coatings: 50 / 100 g/L.
3. Dry-Fog Coatings: 150 g/L.
4. Primers, Sealers, and Undercoaters: 100 g/L.
5. Rust-Preventive Coatings: 100 / 250 g/L.
6. Zinc-Rich Industrial Maintenance Primers: 100 / 340 g/L.
7. Pretreatment Wash Primers: 420 g/L.
8. Shellacs, Clear: 730 g/L.
9. Shellacs, Pigmented: 550 g/L.
D. Low-Emitting Materials: For field applications that are inside the weatherproofing system, verify 90 percent of paints and coatings comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." E. Colors: As selected by Owner.. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Interior Painting
Roseville, California 09 91 23 - 3
PART X - EUECDTION
3.01 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
1. Concrete: 12 percent.
2. Wood: 15 percent.
3. Gypsum Board: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.02 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.
3.03 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual."
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
3.04 INTERIOR PAINTING SCHEDULE
A. Concrete Substrates, Nontraffic Surfaces:
1. High-Performance Architectural Latex System MPI INT 3.1C:
a. Prime Coat: Primer, alkali resistant, water based, MPI #3. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat.
c. Topcoat: Latex, interior, high performance architectural (MPI Gloss Level 3), MPI #139.
d. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Interior Painting
Roseville, California 09 91 23 - 4
B. CMU Substrates:
1. Institutional Low-Odor/VOC Latex System MPI INT 4.2E:
a. Block Filler: Block filler, latex, interior/exterior, MPI #4. b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC (MPI Gloss Level 3), MPI #145.
C. Steel Substrates:
1. Water-Based Light Industrial Coating System MPI INT 5.1B:
a. Prime Coat: Primer, rust-inhibitive, water based MPI #107. b. Intermediate Coat: Light industrial coating, interior, water based, matching topcoat. c. Topcoat: Light industrial coating, interior, water based, semi-gloss (MPI Gloss Level 5).
D. Wood Substrates: Wood trim and wood board paneling.
1. High-Performance Architectural Latex System MPI INT 6.3A:
a. Prime Coat: Primer, latex, for interior wood, MPI #39. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat.
c. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141.
E. Gypsum Board Substrates:
1. High-Performance Architectural Latex System MPI INT 9.2B:
a. Prime Coat: Primer sealer, latex, interior, MPI #50. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat.
c. Topcoat: Latex, interior, high performance architectural (MPI Gloss Level 3), MPI #139.
d. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Signage
Roseville, California 101400-1
SECTION 101400
SIGNAGE
PART 1 – GENERAL
1.01 SUBMITTALS
A. Submit fully detailed shop drawings giving sizes, methods of attachment, and all required accessories.
B. Submit product data for all products specified.
PART 2 – PRODUCTS
2.01 MANUFACTURER
A. Manufacturers: Subject to compliance with requirements, provide custom fabricated identifying signage as manufactured by ASI Sign Systems, Bradford Signs, or equal.
2.02 IDENTIFYING DEVICES
A. Toilet Room Accessibility Signs: Comply with Title 24, California Administrative Code and Americans with Disabilities Act (ADA) with raised and braille letters and as indicated.
Provide room identification signage with tactile and braille, as well as door signage (12” equilateral Triangle for men, 12” diameter circle for women), ¼” thick Plexiglas, adhesive applied. Symbols and lettering as indicated. Signage colors to be as indicated.
B. Interior Room Identification Signs: Acrylic plastic signs with raised letters and braille, ½” radiused corners, ASI Sign Systems, or equal.
1. As indicated, mounted with double faced tape or adhesive as recommended by manufacturer. Mount 60” above FFE on strike side of door, unless noted otherwise.
Confirm location of all signs with Owner prior to installation.
2. Colors shall be as selected by Owner.
3. Style of Lettering: Helvetica Medium 1” high capitals, related lower case and numerals.
4. Text of Signs: The text of signs shall be as confirmed with Owner C. Exterior Room Identification Signage: As specified for interior room identification signage.
Mounting to be with screws through face of sign. Screws to be finished to match sign color.
D. Exterior Building Signage:
1. ¼” aluminum plate cut out letters: Letters shall be sized as indicated. Letter style shall be as indicated. Color to be factory applied baked enamel finish, after fabrication, color shall be selected by Owner from manufacturer’s standard colors. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Signage
Roseville, California 101400-2
Mounting shall be projected, with threaded studs set in adhesive, letters to project ½”.
PART 3 – EXECUTION
3.01 Identification Signage Installation
A. Install toilet room accessibility signs on door as indicated.
B. Install interior room identification signage on wall adjacent to doors, mounting heights shall be 60” above FFE, and as required by code.
C. Install exterior building signage as indicated above and in accordance with manufacturer’s recommendations.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Plastic Toilet, Shower & Changing Compartments Roseville, California 10 21 13.19-1
SECTION 10 21 13.19
PLASTIC TOILET, SHOWER & CHANGING COMPARTMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes solid-plastic toilet compartments, shower compartments and changing compartments configured and urinal screens.
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Sustainable Design Submittals: Recycled Content.
C. Shop Drawings: For toilet compartments, shoer compartments and changing compartments.
Include plans, elevations, sections, details, and attachment details.
D. Samples for each type of toilet / shower / changing compartment material indicated.
E. Product certificates.
F. Maintenance data.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
1. Flame-Spread Index: 25 or less.
2. Smoke-Developed Index: 450 or less.
B. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than (maximum available) percent.
C. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and 2016 California Building Code for toilet compartments designated as accessible.
2.2 SOLID-PLASTIC TOILET COMPARTMENTS & CHANGING COMPARTMENTS A. Manufacturers: Basis of Design Subject to compliance with requirements, provide Bobrick, Sierra Series SRC or approved equal by one of the following::
1. Scranton Products, Hiny Hiders.
2. General Partitions Mfg. Corp.
3. Global Partitions Corp., an ASI Group Company.
B. Toilet-Enclosure Style: Overhead braced and floor anchored. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Plastic Toilet, Shower & Changing Compartments Roseville, California 10 21 13.19-2
C. Urinal-Screen Style: Wall hung.
D. Door, Panel, and Pilaster Construction: Solid, high-density polyethylene (HDPE) panel material, not less than 1 inch thick, seamless, with eased edges, and with homogenous color and pattern throughout thickness of material.
1. Integral Hinges: Configure doors and pilasters to receive integral hinges.
2. Heat-Sink Strip: Manufacturer's standard continuous, extruded-aluminum or stainlesssteel strip fastened to exposed bottom edges of solid-plastic components to hinder malicious combustion.
3. Color and Pattern: One color and pattern in each room as selected by Architect from manufacturer's full range.
E. Pilaster Shoes and Sleeves (Caps): Manufacturer's standard design; stainless steel.
F. Brackets (Fittings):
1. Stirrup Type: Ear or U-brackets, stainless steel.
2.3 SOLID-PLASTIC SHOWER COMPARTMENTS
A. Manufacturers: Basis of Design Subject to compliance with requirements, provide Bobrick, Sierra Series SRC or approved equal by one of the following:
1. Scranton Products, Hiny Hiders.
2. General Partitions Mfg. Corp.
3. Global Partitions Corp., an ASI Group Company.
B. Shower-Enclosure Style: Overhead braced and floor anchored.
C. Aluminum Extrusions: ASTM B221, 6463-T5 alloy and temper D. Shower Curtains: Vinyl, 72 inches high x width per plan, hung with aluminum curtain hooks with self-lubricating Delrin slides.
E. Panels: 76 inches high, mounted to pilasters with continuous brackets and to panels with continuous extruded aluminum brackets or continuous extruded aluminum shower corner brackets.
F. Headrail: Heavy-duty extruded aluminum, anti-grip design, clear anodized finish, fastened to headrail brackets and top of pilaster using stainless steel tamper-resistant Torx head screws.
G. Brackets: 76 inches long, extruded aluminum, clear anodized finish, attached using stainless steel tamper-resistant Torx head screws
2.4 HARDWARE AND ACCESSORIES
A. Hardware and Accessories: Manufacturer's standard operating hardware and accessories.
1. Material: Stainless steel.
2. Provide units that comply with regulatory requirements for accessibility at compartments designated as accessible.
B. Overhead Bracing: Manufacturer's standard continuous, extruded-aluminum head rail with antigrip profile and in manufacturer's standard finish. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Plastic Toilet, Shower & Changing Compartments Roseville, California 10 21 13.19-3
C. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel, finished to match the items they are securing, with theft-resistant-type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use stainless-steel, hot-dip galvanized-steel, or other rust-resistant, protective-coated steel compatible with related materials.
2.5 SOLID PLASTIC BENCHES
A. Basis of Design: Provide Scranton Products TuffTec solid plastic benches or equivalent.
B. Bench Tops: Manufacturer's standard one-piece units, minimum width is 9-1/2-inch or 20”-24” at ADA accessible benches. Thickness to be 1-1/2 inches thick, with rounded corners and edges.
1. Material: High density polyethylene (HDPE) h density polyethylene.
C. Pedestals: Aluminum pedestals shall be 2-3/8-inch diameter x 16-inches high.
D. Color as selected by Owner
2.6 FABRICATION
A. Fabrication, General: Fabricate toilet compartment components to sizes indicated. Coordinate requirements and provide cutouts for through-partition toilet accessories where required for attachment of toilet accessories.
B. Overhead-Braced Units: Provide manufacturer's standard corrosion-resistant supports, leveling mechanism, and anchors at pilasters to suit floor conditions. Provide shoes at pilasters to conceal supports and leveling mechanism.
C. Floor-Anchored Units: Provide manufacturer's standard corrosion-resistant anchoring assemblies with leveling adjustment nuts at pilasters for structural connection to floor. Provide shoes at pilasters to conceal anchorage.
D. Door Size and Swings: Unless otherwise indicated, provide 24-inch wide, in-swinging doors for standard toilet compartments and 36-inch wide, out-swinging doors with a minimum 32-inch wide, clear opening for compartments designated as accessible.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Comply with manufacturer's written installation instructions. Install units rigid, straight, level, and plumb. Secure units in position with manufacturer's recommended anchoring devices.
1. Maximum Clearances:
a. Pilasters and Panels: 1/2 inch.
b. Panels and Walls: 1 inch.
2. Stirrup Brackets: Secure panels to walls and to pilasters with no fewer than three brackets attached at midpoint and near top and bottom of panel. a. Locate wall brackets so holes for wall anchors occur in masonry or tile joints. b. Align brackets at pilasters with brackets at walls. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Plastic Toilet, Shower & Changing Compartments Roseville, California 10 21 13.19-4
3.2 ADJUSTING
A. Hardware Adjustment: Adjust and lubricate hardware according to hardware manufacturer's written instructions for proper operation. Set hinges on in-swinging doors to hold doors open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors to return doors to fully closed position.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Toilet and Bath Accessories
Roseville, California 102800-1
SECTION 10 28 00
TOILET and BATH ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Public-use washroom accessories.
2. Public-use shower room accessories.
3. Childcare accessories.
4. Underlavatory guards.
5. Custodial accessories.
1.2 SUBMITTALS
A. Product Data: For each type of product.
B. Samples: Full size, for each exposed product and for each finish specified.
C. Sample warranty.
D. Maintenance data.
1.3 WARRANTY
A. Manufacturer's Special Warranty for Mirrors: Manufacturer agrees to repair or replace mirrors that fail in materials or workmanship within specified warranty period.
1. Warranty Period: 15 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
2.2 PUBLIC-USE WASHROOM ACCESSORIES
A. Manufacturers: Basis-of-Design product is listed in each category below. Subject to compliance with requirements, provide products by one of the following:
a. American Specialties, Inc.
b. Bobrick Washroom Equipment, Inc.
c. Bradley Corporation.
d. Tubular Specialties Manufacturing, Inc.
B. Grab Bars TBA-1 and TBA-2:
1. Basis-of-Design is Bobrick B-6806x36 and B-6806x48.
2. Mounting: Flanges with concealed fasteners.
3. Material: Stainless steel, 18 gauge thick.
a. Finish: Smooth, No. 4 finish (satin).
4. Outside Diameter: 1-1/2 inches. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Toilet and Bath Accessories
Roseville, California 102800-2
5. Configuration and Length: Straight, 36 inches long at rear and 48 inches long at side of water closet.
C. Toilet Tissue (Roll) Dispenser TBA-3:
1. Basis-of-Design is Bobrick B-6977.
2. Description: Double-roll dispenser.
3. Mounting: Recessed. Provide recess at CMU wall construction to receive unit where applicable.
4. Operation: Noncontrol delivery with theft-resistant spindle.
5. Capacity: Designed for 5-inch diameter tissue rolls.
6. Material and Finish: Stainless steel, No. 4 finish (satin).
D. Seat-Cover Dispenser TBA-4:
1. Basis-of-Design is Bobrick B-221 Classic Series.
2. Mounting: Surface mounted.
3. Minimum Capacity: 250 seat covers.
4. Exposed Material and Finish: Stainless steel, No. 4 finish (satin).
5. Lockset: Tumbler type.
E. Seat Cover and Toilet Tissue Dispensers TBA-5:
1. Basis-of-Design is Bobrick B-347 Classic Series for various applications.
2. Description: Double-roll toilet tissue dispenser and seat-cover dispenser.
3. Mounting: Recessed in frame wall (B34745) and surface-mounted on toilet partition serving one compartment (B-3479).
4. Operation: Noncontrol delivery with theft-resistant spindle.
5. Capacity: Designed for 5-inch diameter tissue rolls and 250 seat covers.
6. Material and Finish: Stainless steel, No. 4 finish (satin).
F. Seat Cover Dispenser, Sanitary Napkin Disposal and Toilet Tissue Dispensers TBA-6:
1. Basis-of-Design is Bobrick B-3574 Classic Series for various applications.
2. Description: Double-roll toilet tissue dispenser, sanitary napkin disposal and seat-cover dispenser.
3. Mounting: Surface-mounted on toilet partition serving one compartment (B-3579) and centered through partition used from both sides (B-357).
4. Operation: Noncontrol delivery with theft-resistant spindle.
5. Capacity: Designed for 5-inch diameter tissue rolls and 250 seat covers.
6. Material and Finish: Stainless steel, No. 4 finish (satin).
G. Combination Towel (Folded) Dispenser/Waste Receptacle TBA-7:
1. Basis-of-Design is Bobrick B-3944 (recessed) and B-3949 (surface-mounted).
2. Description: Combination unit for dispensing C-fold or multifold towels, with removable waste receptacle.
3. Mounting: Surface mounted (B-3949) and Recessed with projecting receptacle (B-3944). a. Designed for nominal 4-inchwall depth.
b. Provide recess at CMU wall construction to receive unit where applicable.
4. Minimum Towel-Dispenser Capacity: 600 C-fold or 800 multifold paper towels.
5. Minimum Waste-Receptacle Capacity: 12 gal.
6. Material and Finish: Stainless steel, No. 4 finish (satin).
7. Liner: Reusable, vinyl waste-receptacle liner.
8. Lockset: Tumbler type for towel-dispenser compartment and waste receptacle H. Paper Towel (Folded) Dispenser TBA-8:
1. Basis-of-Design is Bobrick B-2621 (7 1/8” high) and B-262 (14” high).
2. Mounting: Surface mounted. Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Toilet and Bath Accessories
Roseville, California 102800-3
3. Minimum Capacity: 200 C-fold or 525 multifold towels and 400 C-fold or 800 multifold towels.
4. Material and Finish: Stainless steel, No. 4 finish (satin).
5. Lockset: Tumbler type.
6. Refill Indicator: Pierced slots at sides or front.
I. Mirror Unit TBA-9:
1. Basis-of-Design is Bobrick B-165 2448.
2. Frame: Stainless-steel channel.
a. Corners: Mitered and mechanically interlocked.
3. Hangers: Produce rigid, tamper- and theft-resistant installation, using method indicated below.
a. Wall bracket of galvanized steel, equipped with concealed locking devices requiring a special tool to remove.
4. Size: 24” wide x 48” high.
J. Liquid-Soap Dispenser TBA-10:
1. Basis-of-Design is Bobrick B-2111.
2. Description: Designed for dispensing soap in liquid or lotion form.
3. Mounting: Vertically oriented, surface mounted.
4. Capacity: 40 fluid oz.
5. Materials: Satin finish stainless steel.
6. Lockset: Tumbler type.
7. Refill Indicator: Window type.
K. Coat Hook TBA-12:
1. Basis-of-Design is Bobrick B-6717.
2. Description: Single-prong unit.
3. Material and Finish: Stainless steel, No. 4 finish (satin).
4. Mounting: Mount on inside face of all toilet and changing cubicles.
2.3 PUBLIC-USE SHOWER ROOM ACCESSORIES
A. Grab Bars TBA-13:
1. Basis-of-Design is Bobrick B-6806x18 and B-6806x48.
2. Mounting: Flanges with concealed fasteners.
3. Material: Stainless steel, 18 gauge thick.
a. Finish: Smooth, No. 4 finish (satin).
4. Outside Diameter: 1-1/2 inches.
5. Configuration and Length: Straight, 18inchesat side wall and 48 inches long at rear wall of accessible shower.
B. Folding Shower Seat TBA-14:
1. Basis-of-Design is Bobrick B-5192.
2. Configuration: Rectangular seat.
3. Seat: Phenolic or polymeric composite of slat-type or one-piece construction in color as selected by Architect.
4. Mounting Mechanism: Stainless steel, No. 4 finish (satin).
5. Dimensions: 22.5” wide, projects 15 13/16” from wall.
C. Shower Curtain TBA-15:
1. Basis-of-Design is Bobrick B-204-2 Curtain and 204-1 Curtain Hooks.
2. Size: Minimum 6 inches -12 inches wider than opening by 72 inches (1828 mm) high.
3. Material: Vinyl, minimum 0.006 inch thick, opaque, matte.
4. Color: As selected from manufacturer's full range. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Toilet and Bath Accessories
Roseville, California 102800-4
5. Grommets: Corrosion resistant at minimum 6 inches o.c. through top hem.
6. Shower Curtain Hooks: Chrome-plated or stainless-steel, spring wire curtain hooks with snap fasteners, sized to accommodate specified curtain rod. Provide one hook per curtain grommet.
D. Soap Dish at Frame Walls and CMU Walls TBA-16:
1. Basis-of-Design is Bobrick B-4390.
2. Mounting: Recessed. Provide recess at CMU wall construction to receive unit where applicable.
3. 4. Material and Finish: Stainless steel, No. 4 finish (satin).
2.4 CHILDCARE ACCESSORIES
A. Diaper-Changing Station TBA-19:
1. Basis-of-Design is Bobrick KB200-05.
2. Description: Horizontal unit that opens by folding down from stored position and with child-protection strap. Provide required signage.
3. Mounting: Surface mounted, with unit projecting not more than 4 inches from wall when closed.
4. Operation: By pneumatic shock-absorbing mechanism.
5. Material and Finish: HDPE in manufacturer's standard color.
6. Liner Dispenser: Built in.
2.5 UNDERLAVATORY GUARDS
A. Underlavatory Guard TBA-20:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Buckaroos, Inc.
b. Plumberex Specialty Products, Inc.
c. Truebro by IPS Corporation.
2. Description: Insulating pipe covering for supply and drain piping assemblies that prevents direct contact with and burns from piping; allow service access without removing coverings.
3. Material and Finish: Antimicrobial, molded plastic, white.
2.6 CUSTODIAL ACCESSORIES
A. Mop and Broom Holder TBA-21:
1. Basis-of-Design is Bobrick B-223.
2. Description: Unit with mop and broom holders.
3. Length: 24inches.
4. Mop/Broom Holders: Three, spring-loaded, rubber hat, cam type.
5. Material and Finish: Stainless steel, No. 4 finish (satin).
2.7 FABRICATION
A. Keys: Provide universal keys for internal access to accessories for servicing and resupplying.
Provide minimum of six keys to Owner's representative. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Toilet and Bath Accessories
Roseville, California 102800-5
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated.
B. Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to ASTM F 446.
END OF SECTION
Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Fire Extinguisher Cabinets
Roseville, California 104413-1
SECTION 10 44 13
FIRE EXTINGUISHER CABINETS
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes fire-protection cabinets for portable fire extinguishers.
1.02 SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For fire-protection cabinets.
C. Maintenance data.
1.03 COORDINATION
A. Coordinate size of fire-protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated.
B. Coordinate sizes and locations of fire-protection cabinets with wall depths.
PART 2 - PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
A. Fire-Rated Fire-Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire-resistance rating of walls where they are installed.
2.02 FIRE-PROTECTION CABINET
A. Cabinet Type: Suitable for fire extinguisher.
1. Basis-of-Design Product: Subject to compliance with requirements, provide Larsen’s Manufacturing Co. “Architectural Series” or comparable product by one of the following:
a. JL Industries, Inc.; a division of the Activar Construction Products Group. b. Modern Metal Products, Division of Technico Inc.
c. Nystrom, Inc.
d. Potter Roemer LLC.
B. Cabinet Construction: Nonrated and 1-hour fire rated.
1. Fire-Rated Cabinets: Construct fire-rated cabinets with double walls fabricated from
0.043-inch-thick cold-rolled steel sheet lined with minimum 5/8-inch-thick fire-barrier material. Provide factory-drilled mounting holes.
C. Cabinet Material: Cold-rolled steel sheet.
D. Semirecessed Cabinet: One-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend).
1. Square-Edge Trim: 1-1/4- to 1-1/2-inch backbend depth.
2. Rolled-Edge Trim: 2-1/2-inch backbend depth. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Fire Extinguisher Cabinets
Roseville, California 104413-2
E. Cabinet Trim Material: Stainless-steel sheet.
F. Door Material: Stainless-steel sheet.
G. Door Style: Vertical duo panel with frame.
H. Door Glazing: Clear float glass Break glass.
I. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated.
J. Accessories:
1. Door Lock: Cam lock that allows door to be opened during emergency by pulling sharply on door handle.
2. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as directed by Architect. a. Identify fire extinguisher in fire-protection cabinet with the words "FIRE EXTINGUISHER."
1) Location: Applied to cabinet door.
2) Application Process: Silk-screened.
3) Lettering Color: Red.
4) Orientation: Vertical.
K. Materials:
1. Cold-Rolled Steel: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. a. Finish: Baked enamel or powder coat.
b. Color: As selected by Architect from full range of industry colors and color densities.
2. Stainless Steel: ASTM A 666, Type 304.
a. Finish: No. 4 directional satin finish.
3. Clear Float Glass: ASTM C 1036, Type I, Class 1, Quality q3, 3 mm thick.
2.03 FABRICATION
A. Fire-Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Prepare recesses for semirecessed fire-protection cabinets as required by type and size of cabinet and trim style.
B. Install fire-protection cabinets in locations and at mounting heights indicated C. Fire-Protection Cabinets: Fasten cabinets to structure, square and plumb.
D. Adjust fire-protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly.
END OF SECTION Not for Construction
For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Fire Extinguishers
Roseville, California 104416-1
SECTION 10 44 16
FIRE EXTINGUISHERS
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes portable, hand-carried fire extinguishers and mounting brackets for fire extinguishers.
1.02 SUBMITTALS
A. Product Data: For each type of product.
B. Warranty: Sample of special warranty.
C. Operation and maintenance data.
1.03 COORDINATION
A. Coordinate type and capacity of fire extinguishers with fire-protection cabinets to ensure fit and function.
1.04 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace fire extinguishers that fail in materials or workmanship within specified warranty period.
1. Warranty Period: Six years from date of Substantial Completion.
PART 2 - PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire Extinguishers."
B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction.
2.02 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS
A. Fire Extinguishers: Type, size, and capacity for each fire-protection cabinet and mounting bracket indicated.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Activar Construction Products Group, Inc. - JL Industries. b. Amerex Corporation.
c. Larsens Manufacturing Company.
d. Nystrom.
e. Potter Roemer LLC; a Division of Morris Group International. Not for Construction For Council Approval
City of Roseville 05/2022
Johnson Pool House Remodel Fire Extinguishers
Roseville, California 104416-2
2. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B, and bar coding for documenting fire-extinguisher location, inspections, maintenance, and recharging.
B. Multipurpose Dry-Chemical Type: UL-rated 4A-60BC nominal capacity, with monoammonium phosphate-based dry chemical in manufacturer's standard enameled container.
2.03 MOUNTING BRACKETS <Insert drawing designation>
A. Mounting Brackets: Manufacturer's standard galvanized steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or red baked-enamel finish.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Activar Construction Products Group, Inc. - JL Industries. b. Amerex Corporation.
c. Guardian Fire Equipment, Inc.
d. Larsens Manufacturing Company.
e. Nystrom.
f. Potter Roemer LLC; a Division of Morris Group International.
B. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated by Architect.
1. Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter decals applied to mounting surface.
a. Orientation: Horizontal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Examine fire extinguishers for proper charging and tagging.
1. Remove and replace damaged, defective, or undercharged fire extinguishers.
B. Install fire extinguishers and mounting brackets in locations indicated and in compliance with requirements of authorities having jurisdiction.
1. Mounting Brackets: 48inches above finished floor to the highest operable part of fire extinguisher.
C. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb, at locations indicated.
END OF SECTION
Not for Construction
For Council Approval
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For Council Approval
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