Approval of Plans and Specifications, Award of Construction Contract, for the City Hall HVAC Replacement — Goleta City Council, September 1, 2026 (part 2 of 3)

14. Activity durations shall be in Workdays.

15. Submit with the schedule a list of anticipated non-Workdays, such as weekends and holidays. The Progress Schedule shall exclude in its Workday calendar all non-Workdays on which Contractor anticipates critical Work will not be performed.

E. Inclement Weather

1. Seasonal weather conditions shall be considered and included in the planning and scheduling of work influenced by high or low ambient temperatures and/or precipitation to ensure completion of all Work within the Contract Time. Seasonal weather conditions shall be determined by an assessment of average historical climate conditions based upon the preceding ten (10) year records published for the locality by the National Ocean and Atmospheric Administration (NOAA) and entitled, "Local Climatological Data – Santa Barbara Municipal Airport (SBA), Goleta, California."

2. I nclement Weather Allowance: The agreement between the City and Contractor includes one (1) weather day per month (12 maximum per year) applicable only to Work performed outdoors. No allowance is provided for interior Work. Time extensions will be considered only if actual inclement weather conditions exceed this allowance, and only for exterior Work impacted. Within the stipulated Contract Time, included in the bid documents, includes weather days in the project duration.

3. Contractor shall include the number of excusable days as the last activity prior to a Notice of Completion milestone in each Contract Schedule Update. As the number of approved inclement weather days increases, the duration of this allowance or activity will decrease the corresponding number of days. No other activities may be concurrent with this activity.

4. Delays and Time Extension Due to Inclement Weather: Delays in the construction due to inclement weather will be construed as excusable delay only for the days in which the inclement weather substantially caused delay in overall progress of the Project by affecting Critical Work Activities.

5. Contractor shall submit a written claim for each delay due to inclement weather within five (5) calendar days from the day of inclement weather. Contractor shall document the date and the nature of the inclement weather, the specific trade(s) in which the inclement weather caused delay, and the task or operation in each trade that was delayed and its relation to the Critical Path.

6. T he City's Representative will review the claim and the written documentation submitted by the Contractor and compare with the Contract Schedule. If the City's Representative finds that the inclement weather did substantially cause delay in the overall progress of the Project, the delay will be deemed an excusable delay.
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7. Excusable delays shall be first deducted from the allowance of excusable delays shown on the Contract Schedule. When the total number of days for excusable delays due to inclement weather exceeds the allowance, the excess will be granted through extension of the Contract Time by Change Order in accordance with the provisions of the General Conditions. Extension to the Contract Time due to inclement weather will be granted only for excusable delay in excess of the allowance.

8. If the Contractor fails to submit a claim and documentation within the stipulated time, the inclement weather shall be construed to have caused no delay in the construction.

F. Original CPM Schedule Review Meeting: Contractor shall, within sixty (60) days from the Notice to Proceed date, meet with City to review the Original CPM Schedule submittal.

1. Contractor shall have its Project Manager, Project Superintendent, Project Scheduler, and key Subcontractor representatives, as required by City, in attendance. The meeting will take place over a continuous one (1) day period.

2. City's review will be limited to submittal's conformance to Contract requirements including, but not limited to, coordination requirements. However, review may also include:
a. C larifications of Contract Requirements.
b. Directions to include activities and information missing from submittal. c. Requests to Contractor to clarify its schedule.

3. Within five (5) days of the Schedule Review Meeting, Contractor shall respond in writing to all questions and comments expressed by City at the Meeting.

1.08 ADJUSTMENTS TO CPM SCHEDULE
A. Adjustments to Original CPM Schedule: Contractor shall have adjusted the Original CPM Schedule submittal to address all review comments from original CPM Schedule review meeting and resubmit network diagrams and reports for City's review.

1. City, within ten (10) days from date that Contractor submitted the revised schedule, will either:
a. Accept schedule activities as submitted, or
b. Advise Contractor in writing to review any part or parts of schedule which either do not meet Contract requirements or are unsatisfactory for City to monitor Project's progress, resources, and status or evaluate monthly payment request by Contractor.

2. City may accept schedule with conditions that the first monthly CPM Schedule update be revised to correct deficiencies identified.

3. When schedule is accepted, it shall be considered the “Original CPM Schedule” which will then be immediately updated to reflect the current status of the work.

4. C ity reserves right to require Contractor to adjust, add to, or clarify any portion of schedule which may later be discovered to be insufficient for monitoring of Work or approval of partial payment requests. No additional compensation will be provided for such adjustments, additions, or clarifications.

B. Acceptance of Contractor's schedule by City will be based solely upon schedule's compliance with Contract requirements.

1. By way of Contractor assigning activity durations and proposing sequence of Work, Contractor agrees to utilize sufficient and necessary management and other resources to perform work in accordance with the schedule.

2. Upon submittal of schedule update, updated schedule shall be considered “current” CPM Schedule.
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3. Submission of Contractor's schedule to City shall not relieve Contractor of total responsibility for scheduling, sequencing, and pursuing Work to comply with requirements of Contract Documents, including adverse effects such as delays resulting from ill-timed Work.

C. Submittal of Original CPM Schedule, and subsequent schedule updates, shall be understood to be Contractor's representation that the Schedule meets requirements of Contract Documents, and that Work shall be executed in sequence indicated on the schedule.

D. Contractor shall distribute Original CPM Schedule to Subcontractors for review and written acceptance, which shall be noted on Subcontractors' letterheads to Contractor and transmitted to City for the record.

1.09 MONTHLY CPM SCHEDULE UPDATE SUBMITTALS
A. Following acceptance of Contractor's Original CPM 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 Original CPM 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.

B. A mee ting will be held on approximately the twenty-fifth (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; Time Impact Evaluations for Change Orders and Time Extension Request; actual and anticipated activity sequence changes; actual and anticipated duration changes; actual and anticipated Contractor delays, and other pending modifications affecting the Work and Contract Time.

2. These meetings are considered a critical component of overall monthly schedule update submittal and Contractor shall have appropriate personnel attend. At a minimum, these meetings shall be attended by Contractor's General Superintendent and Scheduler.

3. Contractor shall plan on the meeting taking no less than four (4) hours.

C. Within five (5) working days after monthly schedule update meeting, Contractor shall submit the updated CPM Schedule update.

D. Within five (5) workdays of receipt of above noted revised submittals, City 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 the Contractor. The schedule update shall be submitted as part of the Contractor's Application for Payment.

2. If rejected, update shall be corrected and resubmitted by Contractor before the Application for Payment is submitted.

E. Neither updating, changing, or revising of any report, curve, schedule, or narrative submitted to City by Contractor under this Contract, nor City's review or acceptance of any such report, curve, schedule, or narrative shall have the effect of amending or modifying in any way the Completion Date or milestone dates or of modifying or limiting in any way Contractor's obligations under this Contract.
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1.10 SCHEDULE REVISIONS
A. Updating the Schedule to reflect actual progress shall not be considered revisions to the Schedule. Since scheduling is a dynamic process, revisions to activity durations and sequences are expected on a monthly basis.

B. To reflect revisions to the Schedule, the Contractor shall provide City with a written narrative with a full description and reasons for each Work activity revised. For revisions affecting the sequence of work, the Contractor shall provide a schedule diagram which compares the original sequence to the revised sequence of work. The Contractor shall provide the written narrative and schedule diagram for revisions two (2) working days in advance of the monthly schedule update meeting.

C. Schedule revisions shall not be incorporated into any schedule update until the revisions have been reviewed by City. City may request further information and justification for schedule revisions and Contractor shall, within three (3) days, provide City with a complete written narrative response to City's request.

D. If the Contractor's revision is still not accepted by City, and the Contractor disagrees with City's position, the Contractor has seven (7) calendar days from receipt of City's letter rejecting the revision to provide a written narrative providing full justification and explanation for the revision. T he Contractor's failure to respond in writing within seven (7) calendar days of City's written rejection of a schedule revision shall be contractually interpreted as acceptance of City's position, and the Contractor waives its rights to subsequently dispute or file a claim regarding City's position.

E. At City's discretion, the Contractor can be required to provide Subcontractor certifications of performance regarding proposed schedule revisions affecting said Subcontractors.

1.11 RECOVERY SCHEDULE
A. If the Schedule Update shows a completion date twenty-one (21) calendar days beyond the Contract Completion Date, or individual milestone completion dates, the Contractor shall submit to City the proposed revisions to recover the lost time within seven (7) calendar days. As part of this submittal, the Contractor shall provide a written narrative for each revision made to recapture the lost time. If the revisions include sequence changes, the Contractor shall provide a schedule diagram comparing the original sequence to the revised sequence of work.

B. The Recovery Schedule shall include all revised work schedules and labor projections required to recover the delay. If it is required to work weekends the Contractor shall inform the City and request support from the City/PMO. The Contractor will be required to pay for all costs associated with the recovery work.

C. T he revisions shall not be incorporated into any schedule update until the revisions have been reviewed by City.

D. If the Contractor's revisions are not accepted by City, City and the Contractor shall follow the procedures in paragraph 1.09.C, 1.09.D and 1.09.E above.

E. At City's discretion, the Contractor can be required to provide Subcontractor certifications for revisions affecting said Subcontractors.

F. Under no circumstances will the addition of equipment or construction forces, increasing the working hours or any other method, manner, or procedure to return to the contractually required completion date be considered justification for a Contract Amendment or be treated as acceleration where the need for a recovery schedule has been caused by the Contractor and/or its Subcontractors, including its Suppliers/Vendors, at any tier. 201
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1.12 TIME IMPACT ANALYSIS (“TIA”) FOR CHANGE ORDERS, AND OTHER DELAYS A. When Contractor is directed to proceed with changed Work, the Contractor shall prepare and submit within fourteen (14) calendar days from the Notice to Proceed a TIA which includes both a written narrative and a schedule diagram depicting how the changed Work affects other schedule activities. The schedule diagram shall show how the Contractor proposes to incorporate the changed Work in the schedule and how it impacts the current schedule-update critical path.

The Contractor is also responsible for requesting time extensions based on the TIA's impact on the critical path. The diagram must be tied to the main sequence of schedule activities to enable City to evaluate the impact of changed Work to the scheduled critical path.

B. Contractor shall be required to comply with the requirements of Paragraph 1.09.A 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 shall be responsible for all costs associated with the preparation of TIAs, and the process of incorporating them into the current schedule update. The Contractor shall provide City with one hard copy in addition to the electronic submittal of each TIA.

D. O nce agreement has been reached on a TIA, the Contract Time will be adjusted accordingly. If agreement is not reached on a TIA, the Contract Time may be extended in an amount City allows, and the Contractor may submit a claim for additional time claimed by contractor.

1.13 TIME EXTENSIONS
A. The Contractor is responsible for requesting time extensions for time impacts that, in the opinion of the Contractor, impact the critical path of the current schedule update. Notice of time impacts shall be given in accordance with the General Conditions.

B. Where an event for which City is responsible impacts the projected Completion Date, the 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. The Contractor shall also include a detailed cost breakdown of the labor, equipment, and material the Contractor would expend to mitigate City-caused time impact. The Contractor shall submit its mitigation plan to City within fourteen (14) calendar days from the date of discovery of the impact. The Contractor is responsible for the cost to prepare the mitigation plan.

C. Failure to request time, provide TIA, 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 t ime will be granted under this Contract for cumulative effect of changes.

E. City will not be obligated to consider any time extension request unless the Contractor complies with the requirements of Contract Documents.

F. Failure of the Contractor to perform in accordance with the current schedule update shall not be excused by submittal of time extension requests.

G. If the Contractor does not submit a TIA within the required fourteen (14) calendar days for any issue, it is mutually agreed that the Contractor does not require a time extension for said issue.

1.14 SCHEDULE REPORTS
A. Submit one hard copy in addition to electronic submittal of the following reports with the Initial CPM Schedule, the Original CPM Schedule, and each monthly update.

B. Required Reports:

1. Two activity listing reports: one sorted by activity number and one by total Project Float.

These reports shall also include each activity's early/late and actual start and finish dates, original and remaining duration, Project Float, responsibility code, and the logic relationship of activities.
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2. Schedule plots presenting time-scaled network diagram showing activities and their relationships with the controlling operations or critical path clearly highlighted.

3. Cash flow report calculated by early start, late start, and indicating actual progress. Provide an exhibit depicting this information in graphic form.

4. Planned versus actual resource (i.e., labor) histogram calculated by early start and late start.

C. Other Reports: In addition to above reports, City may request, from month to month, any two of the following reports. Submit four (4) copies of all reports.

1. Activities by early start.

2. Activities by late start.

3. Activities grouped by Subcontractors or selected trades.

4. Activities with scheduled early start dates in a given time frame, such as fifteen (15) or thirty (30) day outlook.

D. Furnish City with report files on compact disks containing all schedule files for each report generated.

1.15 PROJECT STATUS REPORTING
A. In addition to submittal requirements for CPM scheduling identified in this Section, Contractor shall provide a monthly project status report (i.e., written narrative report) to be submitted in conjunction with each CPM Schedule as specified herein. Status reporting shall be in form specified below.

B. C ontractor shall prepare monthly written narrative reports of status of Project for submission to City. 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 CPM Schedule.

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 next month.

6. Status of major material and equipment procurement.

7. Any delays encountered during reporting period.

8. Contractor shall provide 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 computer-generated monthly and weekly printed reports.
b. Contractor shall explain all variances and mitigation measures.

9. C ontractor may include any other information pertinent to status of Project. Contractor shall include additional status information requested by City 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. 203
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1.16 WEEKLY SCHEDULE REPORT
A. At the Weekly Progress Meeting, the Contractor shall provide and present a time-scaled three (3) week look-ahead schedule that is based and correlated by activity number to the current schedule (i.e., Initial, Original CPM, or Schedule Update).

B. Three-week schedule projections shall cover a twenty-eight (28) day period showing the week prior to the date the schedule is submitted, and the next three weeks.

C. Use the Contract Schedule as the basis for generating the three-week look ahead schedule.

D. Submit three (3) copies of the schedule in addition to any additional copies necessary during the weekly progress meeting.

E. Format:

1. Provide activity identification used on the accepted Contract Schedule.

2. Provide daily resource allocation for each trade.

3. Provide exact activity location for scheduled Work.

F. Provide information for each significant construction activity, with special care taken to describe scheduling and coordination with other contracts and Work by the City.

1.17 DAILY CONSTRUCTION REPORTS
A. On a daily basis, Contractor shall submit a daily activity report to City for each workday, including weekends and holidays when worked. Contractor shall develop the daily construction reports on a computer-generated database capable of sorting daily Work, manpower, and man- hours by Contractor, Subcontractor, area, sub-area, and Change Order Work. Upon request of City, furnish computer disk of this database. Obtain City's written approval of daily construction report database format prior to implementation. Include in report:

1. P roject name and Project number.

2. Contractor's name and address.

3. List of subcontractors at Project site.

4. List of separate contractors at Project site.

5. Accurate count of total number of personnel at Project site, including Subcontractors of any tier, including classification. Manpower shall be broken down by trade classification such as foreman, journeyman, or apprentice.

6. Work performed on project, including location. Descriptions shall be referenced to CPM scheduled activities

7. High and low temperatures and general weather conditions.

8. Equipment on site, other than hand tools, utilized by Contractor and Subcontractor, whether active and/or idle.

9. Inspections initiated and/or completed.

10. Accidents, near misses, and unusual events.

11. Meetings and significant decisions.

12. Unusual events.

13. Stoppages, delays, shortages, and losses.

14. Strikes.

15. Meter readings and similar recordings.

16. Emergency procedures.

17. Orders and requests of authorities having jurisdiction.

18. Field Instructions received and implemented.

19. Change Orders received and implemented.

20. Services connected and disconnected.
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21. Equipment or system tests and startups.

22. Deliveries

23. Partial Completions and occupancies.

24. Photographs, clearly labeled with time, location, and description.

1.18 PROJECT AS BUILT MAINTENANCE
A. Produce and maintain a clean, undamaged set of full-size prints of Contract Drawings and Shop Drawings. Complete entries in a neat, clear, and professional manner. Mark the set to show the actual installation where the installation varies from the Work as originally shown. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

Legibly record actual construction of the following: (Where applicable).

1. Mark changes to the Documents caused by RFI responses with RFI designation. Post details not issued with original Contract Drawings such as sketches, etc.

2. Changes authorized by approved Proposal Request, Construction Change Directives or by Change Orders.

3. Depth of foundation with relation to finish first floor.

4. Field changes of dimensions and details.

5. Horizontal and vertical locations (with measurements/elevation) of underground utilities and appurtenances, with references to permanent surface improvements. a. Underground utilities located where new installed utilities cross other existing utilities.

If the utility is not on the City as-builts or plans, the contractor shall indicate the existing utility encountered (even if removed across trench). Include type (if known), size, elevation at intersecting utilities, and depict general direction of unknown utility on the project as-builts.
b. Ev ery 100 feet along underground utilities.
c. At all bends / turns / transitions.
d. If utilities shown on the campus drawings are not where shown, this shall be indicated on the as-built drawing with the adjustment of actual location indicated where possible.

6. Provide picture document of:
a. Underground piping (show long sections, with recognizable backgrounds where possible) for reference prior to backfill.
b. Walls after Mechanical Electrical Plumbing (MEP) completion and sign off but prior to insulation and drywall.
c. Rebar prior to closing forms and before concrete pours. d. Concrete slabs after placement (within 24 hours).

1.19 PERIODIC VERIFIED REPORTS
A. Contractor shall complete and verify construction reports on a form prescribed by the Division of the State Architect and file reports at the completion of the Contract; at the completion of the Work; at the suspension of Work for a period of more than one (1) month; whenever the services of Contractor or any of Contractor's Subcontractors are terminated for any reason; and at any time a special verified report is required by the Division of the State Architect. Refer to section 4- 336 and section 4-343 of Part 1, Title 24 of the California Code of Regulations.

PART 2 - P RODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

SECTION 01 32 33

PHOTOGRAPHIC DOCUMENTATION
DIVISION 01

1. Preconstruction photography.

2. Construction photography and time-lapse photography of work-in-progress.

1.02 GENERAL
A. Provide photographs at locations designated by Architect, including aerial views.

B. Photographer: Specialist, experienced in taking construction photography and time-lapse photography.

C. Equipment:

1. As necessary to photograph both interior and exterior exposures.

2. Utilize full range of lenses, including wide-angle, telephoto and 360 degree.

3. If drones are used for aerial views, provide proof of FAA Certificated Drone Pilot and Drone Insurance.

1.03 SUBMITTAL REQUIREMENTS
A. Make photo submittals, to Owner and Architect, along with each monthly Application for Payment.

B. Electronic Format:

1. Submit electronic files in JPEG format produced by a digital camera with a minimum resolution of not less than 3200 by 2400 pixels with a minimum sensor size of 8 megapixels.

2. Submit without alteration, manipulation, editing, or modifications using image-editing software.

3. Date and Time: Include date and time in file name for each image.

C. C
loud -based web application for 360-degree images shared with the Owner, Architect, and Contractor.

1.04 PRECONSTRUCTION PHOTOGRAPHS
A. Take photographs prior to beginning the Work of this Contract.

B. Provide 20 Project Site photographs, including one aerial view.

1.05 CONSTRUCTION PHOTOGRAPHS
A. Construction progress photography shall use both still and 360-degree photography to photo document work progress and site conditions. 360-degree photography shall use a cloud-based web application or program that allows photos to be organized and displayed on plan view drawings and accessed in real time by the Owner, Architect, and project team. At project closeout, deliver to the Owner and Architect a stand-alone PDF export of the entire project photo documentation.

1. Take construction photographs, beginning two weeks after the last preconstruction photograph, and continuing every other week for the duration of the Work.

2. Take a minimum of one photo per area within the structure. For areas greater than 500 square feet, take one photo for every 250 square feet of area. Take additional photographs as needed to fully document the Project.

3. Take one exterior photo every 300 square feet of building perimeter. Take additional photographs as needed to fully document the Project.
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PHOTOGRAPHIC

DOCUMENTATION

DIVISION 01

B. At Project Closeout, deliver an archived set of all original image files on secure digital media for the Owner's record.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION
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PART 1 - GENERAL

1.1 SUMMARY

SECTION 01 33 00

SUBMITTAL PROCEDURES
DIVISION 01

A. General: This Section specifies administrative and procedural requirements for submittals required for performance of the Work.

B. Submittals for Architect's or Other Consultant's Action: Submittals which require the Architect's or other Consultants' responsive action are defined in this and other Specifications Sections, and include but not limited to:

1. Shop Drawings.

2. Product Data.

3. Samples.

C. Submittals for Information: Submittals which do not require the Architect's responsive action are defined in this and other Specifications Sections, and include but are not limited to the following:

1. Calculations.

2. Certifications.

3. Test reports.

4. Design data.

5. Qualification data.

6. Manufacturer's instructions and/or field reports.

7. Maintenance data.

8. Coordination drawings or other coordination information.

9. Construction Schedule.

10. Construction photographs or video.

D. R
elated Documents

1. Refer to General Conditions and other Division 1 sections for other requirements governing Shop Drawings, Product Data and Samples and other type submittals.

2. Section 01 77 00 "Contract Closeout" specifies requirements for submittal of Project Record Documents, including copies of final Shop Drawings, at project closeout.
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1.2 GENERAL REQUIREMENTS FOR SUBMITTALS

A. Submittals Schedule: Comply with requirements in Section 01 32 00 "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

B. Submittals Log: Comply with Section 01 32 00 "Construction Progress Documentation" for the requirements for the single project “Submittals Log” utilizing web-based collaboration software.

1.3 GENERAL REQUIREMENTS FOR ELECTRONIC DOCUMENTATION

A. CAD Drawings: At Contractor's written request, electronic copies of Project CAD Drawings of the Contract Drawings will be provided by the Architect and the Architect's consultants for Contractor's use in preparing submittals. Refer to General Conditions, for other requirements governing electronic copies of Contract Documents. The Contractor shall be solely responsible for verifying the accuracy of all results created with the use of the CAD Drawings in electronic form.

1. Receipt of files in electronic format does not relieve the receiver of responsibilities for measurements, dimensions and quantities set forth in Contract Documents. In event of ambiguity, discrepancy or conflict between information on electronic media and that in Contract Documents, notify Architect of discrepancy and use information contained within hard copy Drawings and Specifications.

2. T
he Contractor shall be responsible for removing information not normally provided on Shop Drawings, including Architect's or other Consultants title block and any references to the Contract Documents. Shop Drawings and other type submittals submitted with information associated with other trades or with references to Contract Documents will not be reviewed and will be immediately returned.

1.4 WEB-BASED PROJECT MANAGEMENT SYSTEM

A. Web Based Project Management Software: It is the intention of this project to utilize an Internet based project management software platform as a collaborative tool to track and report on the progress of the Work. After the Contract for Construction is signed and before construction starts, a meeting will be held whereupon agreement between the parties shall be reached as to which web based project management platform will be utilized on the project.

B. The Contractor shall provide and administer a web based project management platform that provides for the documentation, exchange and archiving of submittals, Requests for Information (RFI's) and other project related data as agreed upon and shall maintain an up to date required logs on platform (see 01 31 00, Sec. 1.07 B1 & B3). All submittals are to be made in an acceptable electronic format and posted on the platform. Hard copies will not be accepted. The following software platforms will be considered:

1. P
rocore

2. PlanGrid
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3. Newforma

4. Prolog

5. CMIS

C. Project Web site shall include the following minimum functions:

1. Project directory.

2. Project correspondence.

3. Meeting minutes.

4. Contract modifications forms and logs.

5. RFI forms and logs.

6. Task and issue management.

7. Photo documentation.

8. Schedule and calendar management.

9. Submittals forms and logs.

10. Payment application forms.

11. Drawing and specification document hosting, viewing, and updating.

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

15. Web Based Project Management Platform Administration: The Contractor shall administer the web-based construction project management software.

a. The project site will be organized by incoming and outgoing shop drawing folders and subdivided by CSI specification section.

b. The Architect and Contractor shall notify each other of shop drawing file uploads using the software's email notification feature. The time of upload shall serve as the record of file transfer from/to both Architect and Contractor.

c. T
he Architect shall be given administration rights to allow creation of new folders within the site and to control access and viewing rights to those folders.

D. Submittals: Submittals shall be logged into web based as per agreed upon format and shall contain the following information:
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1. Contractor's and [Trade] [Subcontractors] names responsible for submission.

2. Type of submission as defined herein.

3. Specification section number where item is specified.

4. Submission number 1st, 2nd, 3rd, etc. depending on previous submission for same items

5. Dates: Date submitted (Date leaving Contractor's office) to reviewer, date received by reviewer, date returned and received by Contractor. Name of firms and individuals copied submitted to for info or follow-up and final review. All re- submissions shall be documented in a similar procedure until approvals are received.

6. Actions as specified herein.

E. Electronic Submittal Requirements

1. Submittals Requiring Actions

a. Shop Drawings for Action: Drawings shall be submitted and uploaded in PDF format to the web-based platform unless otherwise specified. For clarity, drawings will be directly printed to PDF format from original application software, not scanned.

b. Product Data for Action: Data sheets, catalogue cuts, manufacturer's specifications, assembly documentation, compliance with recognized trade association standards, compliance with recognized testing agency standards etc. shall be submitted and uploaded in PDF format to the web- based platform. Where printed Product Data includes information on several products, some of which are not required, mark submission to indicate the applicable information.

c. S
amples for Action: Transmittals for samples shall be posted as a submittal on the web-based platform. The Architect shall return comments via the extranet site and the physical sample will be returned when it is necessary to return it, as determined by the architect. The logging of sample delivery date and time shall occur at the time of delivery to the Architect's or other Consultants office, not at the time of transmittal posting to the extranet site.

2. Submittals for Information

a. Calculations, Performance Data and Design Data: Provide PDF format submissions noting name of appropriate independent testing agency, name of professional engineer performing calculations, date completed and other pertinent information which will allow a complete review.

b. Certifications, Material Test Reports, Product Test Reports, Research/Evaluation Reports and Similar Reports: Provide PDF format submissions pertinent information which will allow a complete review. 211
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c. Coordination Drawings: Coordination drawings shall be submitted and uploaded in PDF format to the web-based platform unless otherwise specified. For clarity, drawings will be directly printed to PDF format from original application software, not scanned. If required by the Architect, coordination drawings may be required to be submitted in original native software format.

3. Design Review Stamp: The Contractor/Subcontractor transmitting the submittal shall electronically place the " Design Review Stamp" (as noted at the end of this specification section) and the Contractor "Reviewed Stamp" on all submittals requiring ‘actions' such as shop drawings, product data sheets, catalog cuts, samples, etc. and for all submittals “for information” such as calculations, certifications test reports, maintenance data, etc.

1.5 GENERAL REQUIREMENTS FOR SUBMITTALS

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

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

2. Where architectural or technical considerations require close coordination of a number of products, the Contractor shall coordinate a concurrent submittal of such products.

3. T
he Architect or other Consultants reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Contractor's Responsibilities: The Contractor is responsible for the scheduling and submission of submittals.

1. Submittal Schedule: The Contractor is responsible for the preparation, submission and updating of the Submittal Schedule in accordance with Section 01 32 00 “Construction Progress Documentation”. Submittals shall be forwarded in accordance with the agreed upon "Submittal Schedule" and then redirected to the appropriate parties for review.

2. Submittal Log: The Contractor is responsible for the preparation, submission and updating of the Project “Submittals Log “in accordance with Section 01 32 00 “Construction Progress Documentation”.

3. It shall be the Contractor's responsibility to carefully, thoroughly and fully review submittals to ensure conformance with the Contract requirements which shall include dimensions, clearances, compatibility, and coordination with product data and shop drawings submitted for other work. Submission of submittals to the Architect or other Consultants shall be construed as an acknowledgment that the Contractor has reviewed, coordinated and approved the submittal and that the entire submittal is in compliance with the Contract Documents. 212
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a. If the Contractor has not checked submittal carefully, the submittals shall be returned to the Contractor for proper checking before further processing or review by the Architect or other Consultants regardless of any urgency claimed by the Contractor. In such a situation, the Contractor will be responsible for any resulting delays to the scheduled Contract completion. Furthermore, the Owner may hold the Contractor responsible for increased costs resulting from the Contractor's failure to comply with the requirements set forth herein.

4. Submittals shall be marked to show the Contract name and number, the Architect or other Consultants, Contractor, and applicable subcontractor, manufacturer or supplier. Submittals shall completely identify the specification section, Contract Drawings, and the locations at which materials or equipment are to be installed.

5. Where printed materials describe more than one product or model, clearly identify which is submitted for review.

6. No extension of Contract time will be authorized because of failure to transmit submittals to the Architect or other Consultants sufficiently in advance of the Work to permit the time specified for review and processing. Furthermore, the Contractor shall provide submittals in accordance with the agreed upon Submittal Schedule. Should the Contractor vary from the agreed upon schedule in their submissions, such that the number of submissions made at one time is greater than the Architect's scheduled staffing, additional time will be allowed as is reasonable and necessary for the proper review of submittals. This additional time shall in no way relieve the Contractor from performing their work on schedule.

Resubmissions shall be treated the same as initial submissions with respect to review time.

7. N
otations by the Architect or other Consultants which the Contractor believes will increase Contract cost or time of completion shall be brought to the Architect's or other Consultant's attention before proceeding with the Work. The Owner will not acknowledge increases to the Contract time or cost alleged by the Contractor as resulting from the Architect's or other Consultant's review of submittals unless written authorization is received from the Owner prior to fabrication of any part of the Work.

C. Design Review Stamp: The Contractor/Subcontractor shall place the Architect's, Individual Consultant's, (etc.) " Design Review Stamp" and the Contractor "Reviewed Stamp" on shop drawing title blocks and submissions for catalog cuts, samples, calculations, etc.

Contractor/Subcontractor shall supply separate sheet for each item submitted.

1. Architect will supply the electronic version of shop drawing design review stamp for use by Contractor/Subcontractors.

D. Architect's or other Consultant's Review of Submittals: The review of submittals by the Architect or other Consultants will be for general conformance with the requirements of the Contract Documents only and shall not be interpreted as a checking of detailed dimensions, quantities or approval of deviations from the Contract Documents. The Architect's or other Consultant's review shall not relieve the Contractor of its responsibility for accuracy of the submittals nor for the furnishing and installation of materials or 213
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equipment in accordance with Contract requirements. The Architect's or other Consultant's review of a separate item shall not indicate review of the complete assembly in which it functions.

1. Review of submittals is not to be interpreted as an analysis of a substitute material or system nor utilized for a "Request for Information". Review of substitutions will be accomplished in accordance with the requirements set forth in Specification Section 01 60 00, "Product Requirements" and 00 43 0 5 “Substitutions”.

Procedure for "Request for Information" shall be in accordance with the requirements set forth in Specification Section 01 31 00, "Project Management and Coordination”.

2. Allow enough time for submittal review, including time for resubmittals. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. The Architect will review submittals in 10 working days of receipt in the Architect's office and will return them to the Contractor with the Design Review Stamp applied. Notations by the Architect which increase contract cost or time of completion shall be brought to the Architect's attention before proceeding with the Work. Failure to do so indicates the Contractor agrees that notations do not represent additional cost or time.

E. U
nsolicited Submittals: The Architect or other Consultant will return unsolicited submittals to the sender without action. The term “unsolicited means “given, sent, or received without being requested”.

F. Resubmissions: Resubmittal procedure shall follow the same procedures as the initial submittal with the following exceptions:

1. Resubmission shall contain the same information as the first submission except that submission numbers shall run consecutively and the submission number shall indicate 2nd, 3rd, etc. submission. The drawing number/description shall be identical to the initial submission and the date shall be the revised date for that submission.

2. No new material shall be included on the same resubmission.

3. On resubmissions of shop drawings, the Architect's or other Consultant's review shall be generally restricted to review of revisions to the original shop drawing.

Changes (revisions) to re-submitted shop drawings must be clearly encircled or otherwise highlighted.

4. The Contractor shall bear the cost of reviews for unchecked. comments

1.2 SUBMITTALS FOR ARCHITECT'S OR OTHER CONSULTANT'S ACTION

A. Shop Drawings

1. Shop drawings shall be project specific and show in detail, materials, dimensions, thicknesses, assembly, attachments, relation to adjoining work, compliance with specified standards, notations of coordination requirements, and other pertinent data and information. Do not reproduce Contract Documents or 214
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copy standard printed information as the basis of Shop Drawings. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. In checking shop drawings, verify dimensions and field conditions and check and coordinate the shop drawings of any section or trade with the requirements of other sections or trades as related thereto, as required for proper and complete installation of the Work.

2. Prepare composite shop drawings and installation layouts, of ceiling finishes, trades above ceilings and elsewhere as directed by the Architect or other Consultants to depict proposed solutions for tight field conditions. These composite shop drawings and field installation layouts shall be coordinated in the field by the Contractor and its subcontractors for proper relationship to the work of other trades, based on field conditions.

3. Submit shop drawings, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Reproductions of Contract Documents will not be acceptable. Where schedules are required to indicate locations, they shall be submitted as part of the shop drawing submission for that item. Shop drawings and schedules shall repeat the identification shown of the Contract Documents.

4. T
he submission of shop drawings shall include:

a. Clear adequate space on submitted shop drawings for the reviewer's Shop Drawing Review Stamp as shown in attachments at end of this specification section.

b. The Contractor shall not use or distribute for construction purposes any shop drawings that do not include the design review stamp.

5. The Architect or other Consultants will review shop drawings and return the drawings to the Contractor for revision, processing or resubmission. The Contractor is responsible for distributing approved prints of shop drawings to its subcontractors and materials suppliers.

6. The Contractor shall bear costs incurred for such reproduction and distribution.

B. Product Data

1. Compile Product Data into a single submittal for each element of construction or system. Product Data includes, among other information, printed information such as manufacturer's installation instructions, compliance with trade association standards, catalog cuts, standard color charts, compliance with recognized testing agency standards, notations of coordination requirements, roughing-in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is inadequate, submit as "Shop Drawings".

2. T
he submission of product data literature shall include the following:

a. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which 215
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are not required, mark copies to indicate the applicable information.

Include the following information:

1) Manufacturer's printed recommendations.

2) Compliance with recognized trade association standards.

3) Compliance with recognized testing agency standards.

4) Application of testing agency labels and seals.

5) Notation of dimensions verified by field measurement.

6) Notation of coordination requirements.

b. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

C. Samples

1. The Contractor shall submit sample(s) to the Architect or other Consultants as required in the specifications or as may be requested by the Architect or other Consultants. Costs associated with sample submittals shall be borne by the Contractor.

a. Quantity: Each required sample must be submitted in quantities as required by each technical specification section, or if not specified, a minimum of three (3). Refer to technical specifications sections for samples to be returned to the Contractor for incorporation in the Work.

Such samples shall be undamaged at time of use.

b. Labels: Every sample submittal shall have a label showing:

1) P
roject Name, Contract title and number.

2) Contractor's name, name of individual forwarding item.

3) Architect's or other Consultant's name.

4) Description of item represented.

5) Manufacture's data sheets and drawings, and other information as applicable.

c. Applicable Specification Section and Contract drawing number(s).

2. Approval of samples will not preclude the rejection of the completed Work, if completed Work deviates from the sample submitted or does not otherwise comply with other Contract requirements. Samples shall show anticipated range of color and/or texture. The Architect or other Consultant may require additional submissions if the range is not satisfactory.
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3. Preliminary Sample Submittals: Where Samples are for selection of color, pattern, texture or similar characteristics from a range of standard choices, submit a full set of choices for the material or product.

a. Preliminary sample submittals will be reviewed and returned with the Architect's or other Consultant's mark indicating selection and other action required.

4. Maintain two (2) sets of approved Samples at the Project site, for the purpose of comparison throughout the course of construction.

5. Field Samples required by individual Specification Sections are mock-ups erected on site to illustrate finishes, coatings, or textures and to establish the standard by which the Contract Work will be judged. Mock-ups shall be provided in the sizes prescribed in the Contract Documents or as may be required by the Architect.

a. Comply with submittal requirements and process transmittal forms to provide a record of the submittal.

6. Samples of materials which are generally furnished in containers bearing manufacturer's descriptive labels and printed application instructions shall, if not submitted in standard containers, be furnished with such labels and application instructions.

D. Marking of Action Submittals: Each submittal shall be stamped with the Design Review Stamp and marked with the appropriate action as follows:

1. "
A - APPROVED" means that fabrication, manufacture, or construction may proceed providing submittal complies with the Contract Documents.

2. "B - APPROVED AS NOTED" means that fabrication, manufacture, or construction may proceed providing submittal complies with the Reviewer's notations and the Contract Documents. When noted, resubmit for verification that comments have been complied with. If, for any reason, Contractor cannot comply with the notations, Contractor shall make revisions and resubmit as described for submittals stamped "C REVISE AND RESUBMIT".

3. "C - REVISE AND RESUBMIT" means that a portion of the submittal does not comply with the design intent of the Contract Documents and that fabrication, manufacture, or construction may not proceed. Contractor shall make revisions and resubmit entire submittal only revising portions as noted.

4. "D - REJECTED" means that submittal does not comply with the design intent of the Contract Documents and that fabrication, manufacture, or construction may not proceed. Submittals stamped "D - REJECTED" are not to be used. Contractor shall make revisions and resubmit.

E. Distribution of Action Submittals:

1. Contractor shall make any corrections required and shall resubmit corrected shop drawings or new samples until stamped "A - APPROVED" or "B - 217
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APPROVED AS NOTED". Contractor shall direct specific attention in writing to revisions other than the corrections requested.

2. No portion of the Work requiring a shop drawing or sample submission shall be commenced until the submission has been reviewed and actioned "A - APPROVED" or "B - APPROVED AS NOTED" in writing. Such portions of the Work shall be in accordance with reviewed shop drawings and samples.

1.3 SUBMITTALS FOR INFORMATION

A. Calculations, Performance and Design Data

1. Calculations, performance and design data are the mathematical data specifically prepared for the Work by the Contractor or any subcontractor, manufacturer, supplier or distributor which demonstrate, by use of legitimate accepted engineering principles, that a portion of the Work satisfies the performance and design criteria established in the Contract Documents. Include list of basis of design calculations, assumptions, load diagrams, summary of loads if applicable and other performance and design criteria.

2. Only those calculations, performance and design data which are for permanent parts of the Work will be reviewed by the [Architect] [Engineer]. These calculations, performance and design data will be reviewed only for compliance with stipulated design criteria.

B. C
ertifications: Where Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a certification certifying compliance with specified requirements. Certification shall be signed by an officer of the company or other individual authorized to sign documents on behalf of the company.

1. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. Include evidence of manufacturing experience where required.

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

3. Product and Material Certificates: Prepare written statements on manufacturer's letterhead certifying that product or material complies with requirements in the Contract Documents.

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

C. Material Test Reports: Prepare reports written by an approved qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for 218
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compliance with requirements in the Contract Documents.

D. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

E. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

1. Name of evaluation organization.

2. Date of evaluation.

3. Time period when report is in effect.

4. Product and manufacturers' names.

5. Description of product.

6. Test procedures and results.

7. Limitations of use.

F. Preconstruction Test Reports: Prepare reports written by an approved qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

G. Compatibility Test Reports: Prepare reports written by an approved qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

H. F
ield Test Reports: Prepare reports written by an approved qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

I. Coordination Drawings: Coordination drawings are drawings that detail the relationship and integration of different construction elements that require careful coordination during fabrication or installation.

1. The Contractor shall prepare and submit coordination drawings of involved trades in a scale of not less than 1/4 in. = 1 ft. (1:50) or larger, as required by the Architect or other Consultants, for integration of different construction elements.

Show sequences and relationships of separate components to avoid conflicts in use of space. Any Work installed prior to review of coordination drawings shall be at the Contractor's risk and subsequent relocations required to avoid interference shall be made at no additional cost.
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J. Marking of Informational Submittals: Each submittal shall be stamped with the Design Review Stamp and marked with the appropriate comments as follows “Information Only”

1. Submittals reviewed and without annotations or comments shall be stamped "INFORMATION - NO COMMENTS".

2. “Information Only” Submittals reviewed and with annotations or comments shall be stamped "INFORMATION - COMMENTS AS NOTED".

3. Distribution of Information Submittals: Submittals of calculations for permanent parts of the structure will be reviewed only for compliance with stipulated design criteria. Each submittal will be stamped to indicate whether or not comments have been made.

PART 2 – PRODUCTS (NOT APPLICABLE)
PART 3 – EXECUTION (NOT APPLICABLE)
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STAMP FOR SUBMITTALS EXAMPLE

RRM Design Group
3765 South Higuera St.

Ste. 102 San Luis Obispo,
CA 93401
Review and approval are only for conformance with the
information given and the design concept of the Project as expressed in the Contract Documents, and not for the
purpose of determining the accuracy and completeness of other details, such as dimensions and quantities, all of which remain the responsibility of the Contractor as
required by the Contract Documents. The Architect's
review and approval of the Contractor's submittals shall not relieve the Contractor from any obligation contained in the Contract Documents.

APPROVED

Fabrication, installation or
construction may proceed.

Approval does not
authorize changes in
Contract Sum or Contract
Time

APPROVED

AS NOTED

REVISE
AND

RESUBMIT

Fabrication, installation, or
construction MAY NOT
proceed. In resubmitting,
limit corrections to items
marked.

REJECTED

INFORMATION
ONLY:
□ NO COMMENTS

□ COMMENTS AS NOTED
Arch Struct

Mech Elect
Civil

Other
COUNTERSIGNED:

BY:

DATE:

SPEC. SECTION FILE NO. SUBMITTAL NO.

END OF SECTION
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PART 1 - GENERAL

1.01 GENERAL

SECTION 01 42 00

REFERENCE STANDARDS
DIVISION 01
A. Titles of Sections and Paragraphs: Titles and subtitles accompanying specification sections and paragraphs are for convenience and reference only and do not form a part of the Specifications.

B. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that construction is started shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth in the Standards & Specifications or shown on the Construction Drawings will be waived because of any provision of, or omission from, said standards or requirements.

C. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the Contractor has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the Contractor.

1.02 R

EFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. The Contractor shall construct the work in accordance with the Contract Documents and the referenced portions of those referenced codes, standards, and specifications.

B. References herein to "Building Code" or "Uniform Building Code" shall mean the Uniform Building Code of the International Conference of Building Officials (ICBO). Similarly, references to "Mechanical Code" or "Uniform Mechanical Code," "Plumbing Code" or "Uniform Plumbing Code," "Fire Code" or "Uniform Fire Code," shall mean Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code of the International Conference of the Building Officials (ICBO). "Electrical Code" or "National Electrical Code (NEC)" shall mean the National Electric Code of the National Fire Protection Association (NFPA). Unless otherwise indicated, the latest edition of the codes as approved by the Municipal Code and used by the local agency as of the date that the work is advertised for bids, as adopted by the agency having jurisdiction, shall apply to the work herein, including all addenda, modifications, amendments, or other lawful changes thereto.

C. In case of conflict between codes, reference standards, drawings, and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the City of Goleta for clarification and direction prior to ordering or providing any materials or furnishing labor. The Contractor shall bid for the most stringent requirements.

D. R eferences herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.
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E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

F. References herein to Caltrans Standards and Specifications shall mean State of California Department of Transportation Standards and Specifications.

G. Applicable Safety Standards: References herein to "Cal-OSHA" shall mean State of California, Department of Industrial Relations, Construction Safety Orders, as amended to date, and all changes and amendments thereto.

H. References herein to ASTM shall mean American Society for Testing and Materials.

I. References herein to “Greenbook” or “SSPWC” shall mean the Standard Specifications for Public Works Construction.

J. References herein to County Standards and Specifications shall mean County of Santa Barbara, Department of Public Works, Standards and Specifications.

K. References herein to City of Goleta Standards and Specifications shall mean City of Goleta, Department of Public Works, Standards and Specifications.

1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS
A. The Contractor shall be responsible that all work included in the Contract Documents, regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any other Federal, State, and Local Regulations governing the storage and conveyance of hazardous materials, including petroleum products.

PART 2 – P RODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION
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PART 1 - GENERAL

SECTION 01 42 13

ABBREVIATIONS, SYMBOLS AND ACRONYMS
DIVISION 01

1.01 SECTION INCLUDES
A. List of abbreviations, symbols, and acronyms of societies, institutes, and associations generally appearing in the Contract Documents.

1.02 RELATED REQUIREMENTS
A. Division 01 - General Requirements.

PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION

3.01 ABBREVIATIONS
ac Alternating current
AC Asphaltic Concrete
ACC Accessible
AFF Above Finish Floor
ALUM Aluminum
APN Assessor Parcel Number
ALT Alternate
amp ampere
ASPH Asphalt
ARCH Architect
AUTO Automatic
B/BOT Bottom
BO Blow Off
BC Begin Curve
BCR Begin Curve Return
BFV Back Flow Valve
BLDG Building
BVCE Begin Vertical Curve Elevation
BVCS Begin Vertical Curve Station
C Degrees Centigrade, Celsius
CA California
Cat 6 Category 6, unshielded twisted pair cabling
CB Catch Basin
CFC Chlorofluorocarbon
cfh Cubic feet per hour
cfm Cubic feet per minute
CLF Chain Link Fence
CLR Clear
cm Centimeter
CMU Concrete Masonry Unit
Co. Company
COD Curb Outlet Drain
Corp. Corporation
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COMM Communications
CONC Concrete
COST Construction
CONT Continuous
COORD Coordination
CW Crosswalk
d Penny
db. Decibel
DB Dry bulb
DBL Double
dc Direct current
DEMO Demolition
DIM Dimension
DET Detail
DIA Diameter
DN Down
DS Downspout
DWG Drawing
EC End Curve
ECP Electrical Control Panel
ECR End Curve Return
EMT Electrical Meter
EQ Equivalent
EL Elevation
El Electrical
EJ Expansion Joint
EXT Exterior
(E)/EXIST Existing
EVCE End Vertical Curve Elevation
EVCS End Vertical Curve Station
ePTZ Digital Pan Tilt Zoom
F Degrees Fahrenheit
FC Frontier Communications
fpm Feet per minute
FIN Finish
FF Finish Floor
FH Fire Hydrant
FLR Floor
FOM Face of Masonry
FPS Frames per Second
Ft (‘) Foot or feet
GA Gage
GALV Galvanized
gph Gallons per hour
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gpm Gallons per minute
GB Grade Break
GM Gas Meter
GTD Goleta Train Depot
GEN'L General
GV Gas Valve
GWD Goleta Water District
HP Horsepower
HR Hour
HOA Home Owner Association
HT Height
HMA Hot Mix Asphalt
Hz Hertz
ICV Irrigation Control Valve
ID Inside Diameter
IN (“) Inch
Inc. Incorporated
INT Intersection
IP Internet Protocols
IR light Infrared light
Kbps Kilobits per Second
KHz Kilohertz
Kip thousand pounds
Ksf Thousand pounds per square foot
Ksi Thousand pounds per square inch
Kv Kilovolt
KVA Kilovolt amperes
KW Kilowatt
KWH Kilowatt hour
LED Light Emitting Diode
LF Linear foot
Lb(s) Pound(s)
LCD Liquid Crystal Display
LOL Layout Line
LOC Location
Lt Light
Lux A standard unit of illumination measurement
MAT Material
Max Maximum
MBH 1000 BTUs per hour
MECH Mechanical
MFR Manufacturer
MHz Mega hertz
mil Thousandth of an inch
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Min Minimum
mm Millimeter
mph Miles per hour
MISC Miscellaneous
MTL Metal
MBX Mailbox
(N) New
NA Not Applicable
NIC Not in Contract
NO Number
NTS Not to Scale
OC On Center
OD Outside Dimension
OFCI Owner Furnished / Contractor Installed
OFOI Owner Furnished / Owner Installed
OG Original Ground
OPP Opposite
oz. Ounce
PCF Pounds per cubic foot
pH Acidity-alkalinity balance
PL Property Line
PLAS Plaster
PLYWD Plywood
PoE Power Over Ethernet – A standard for providing power over network cable PP Power Pole
psf Pounds per square foot
psi Pounds per square inch
psig Pounds per square inch, gage
PTS Pan–Tilt–Zoom
PVIE Point of Vertical Intersection Elevation
PVIS Point of Vertical Intersection Station
PVC Polyvinylchloride
QoS Quality of Service
R, RAD Radius
RD Road
REF Reference
Rel Relocate
RF Radio frequency
Rmv Remove
REINF Reinforcement
RET Return
Rplc Replace
Rt Right
REQ'D Required
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RSP Revised Standard Plan
R/W Right of Way
rpm Revolutions per minute
SDK Software Development Kit
SF Square foot
SIM Similar
SIP Session Initiation Protocol
SMA Software Maintenance Agreement
SPEC Specification
SQ Square
SS Stainless Steel
STL Steel
SCE Southern California Edison
SCG Southern California Gas Company
SL Street Light
SPPWC Standard Plans for Public Works Construction (Greenbook by APWA) SR State Route
SS Sanitary Sewer
SSP State Standard Plan
STD Standard
STRUCT Structural
SUSP Suspended
SW Switch or Sidewalk
SC Sawcut
SSL Secure Sockets Layer
SSM Server Software Module
SY Square yard
TCP Transmission Control Protocol
T Top
TCE Temporary Construction Easement
TC Top of Curb
TF Top of Foundation
TOS Top of Slab
TSB Traffic Signal Box
TSPB Traffic Signal Pull Box
TW Top of Wall
THRESH Threshold
TLS Transport Layer Security
TYP Typical
UI User Interface
Unicast Communication between a single sender and single receiver on network UNO Unless (Otherwise)
UON Noted Otherwise
UP Utility Pole
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ABBREVIATIONS, SYMBOLS

AND ACRONYMS
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UPnP Universal Plug and Play
V Volts
Var Variable
VERT Vertical
VBR Variable Bit Rate
VIF Verify in Field
VMS Video Management System
W Watts
WB Wet bulb
WD Wood
WDR Wide dynamic range
WO Where Occurs
WP Water Proof
WPJt Weakened Plan Joint
WT Weight
WWF Welded Wire Fabric

3.02 SYMBOLS
# Number or pound
' Foot or feet
" Inch(es)
% Percent
◦ Degree (Angle or Temperature)

3.03 ACRONYMS
AA The Aluminum Association, Inc
AABC Associated Air Balance Council
AAMA American Architectural Manufacturers Association
AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ABMA American Boiler Manufacturers Association
ACI American Concrete Institute
ACS Access Control System
AEC Automatic Echo Cancellation
ADA Americans with Disabilities Act
ADAAG Americans with Disabilities Act Accessibility Guidelines AFF Above Finish Floor
AGC Automatic Gain Control
ALPR License Plate Recognition
AGA American Gas Association
AGC Automatic Gain Control
AGCIH American Conference of Governmental Industrial Hygienists AI Asphalt Institute
AIA American Institute of Architects
AISC American Institute of Steel Construction
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AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
AMCA Air Movement and Control Association, Inc.

ANI Automatic Number Identification
ANSI American National Standards Institute
APA APA – The Engineered Wood Association
API Application Programming Interface
ARI Air-Conditioning and Refrigeration Institute
ARS Automated Route Selection
ARP Address Resolution Protocol
ATSC Advanced Television Systems Committee
ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
ATBCB Architectural & Transportation Barriers Compliance Board AWI Architectural Woodwork Institute
AWPA American Wood Preservers Association
AWPI American Wood Preservers Institute
AWS American Welding Society
AWWA American Water Works Association
BBS Backbone Switch
BGP Border Gateway Protocol
BHMA Builders Hardware Manufacturers Association
BIA Brick Institute of America
BICSI Building Industry Consulting Services, International BRI
BOOTP Bootstrap Protocol
BTU British thermal unit
CAL/OSHA California Occupational Safety and Health Administration CAC Call Admission Control
CAS Channel Associated Signaling
CAT 5e Category 5e
CBC California Building Code
CCR California Code of Regulations
CCK Complementary Code Keying
CDR Call Detail Record
CEC California Electrical Code
CESM Compact Edge Switch-Managed
CFR Code of Federal Regulations
CIF Common Intermediate Format
CISPI Cast Iron Soil Pipe Institute
CLFMI Chain Link Fence Manufacturers Institute
CLI Command Line Interface
CLID Calling Line Identification
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CMAS California Multiple Award Schedule
CMC California Mechanical Code
CNG Comfort Noise Generation
CNID Calling Party Name Identification
CQC California Quality Control (CMA Standards)
Codec Coder/Decoder
COP Coefficient of performance
COS Class of Service
CPC California Plumbing Code
CRA California Redwood Association
CSA Client Software Application
CRI Carpet and Rug Institute
CRSI Concrete Reinforcing Steel Institute
CS Commercial Standards, U.S. Department of Commerce
CS Communications Server
CSFM California State Fire Marshal
CSI Construction Specifications Institute
CTIOA Ceramic Tile Institute of America
CTI Cooling Tower Institute
DHCP Dynamic Host Configuration Protocol
DHI Door and Hardware Institute
DHCP Dynamic Host Configuration Protocol
DGM Dynamic Graphical Map
DNS Domain Name System
DTV Digital Television
DSS Direct Station Selection
DTMF Dual Tone Multiple Frequency
DVD Digital Video Disc
EER Energy Efficiency Ratio
EIA Electronic Industries Alliance
EIS Electronic Image Stabilization
ESM Edge Switch-Managed
E&M Ear and Mouth
FAT Field Acceptance Testing
FEP Front End Processor
FEP Fluorinated Ethylene Propylene
FPS Frames per Second
FTP File Transfer Protocol
FXS Foreign Exchange Station
EPA Environmental Protection Agency
ETL ETL Testing Laboratories
FCC Federal Communication Commission
FDA Food and Drug Administration
FECC Far End Camera Control
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FPS Frames per Second
FM Factory Mutual
FPS Frames per Second
FS Federal Specifications
FTP File Transfer Protocol
FXO Foreign Exchange Office
FXS Foreign Exchange Station
GA Gypsum Association
GANA Glass Association of North America
GBIC Gigabit Interface Converter
GUI Graphical User Interface
GigE Gigabit Ethernet
HMMA Hollow Metal Manufacturer's Association
HPVA Hardwood Plywood & Veneer Association
HTTP Hypertext Transfer Protocol
HTTPS Hypertext Transfer Protocol over SSL
HVAC Heating, Ventilation, and Air Conditioning
IACS International Annealed Copper Standards
IAMPO International Association of Plumbing and Mechanical Officials IC Intercom
ICBO International Conference of Building Officials
ICEA Insulated Cable Engineers Association
ICMP Internet Control and Message Protocol
ID Identifier
IDF Intermediate Distribution Frame
IEEE Institute of Electrical & Electronic Engineers, Inc.

IDS Intrusion Detection System
IEC International Electro technical Commission
IES Illuminating Engineering Society
IMI International Masonry Institute
IOR Inspector of Record
IP Internet Protocol
IP Router Internet Protocol Router
IPVC Internet Protocol Video Conferencing
IPX Internetwork Packet Exchange
IRI Industrial Risk Insurers
ISDN Integrated Services Digital Network
ISO International Organization for Standardization
ISA Industry Standard Architecture
ISDN Integrated Services Digital Network
ISM Intermediate Switch-Managed (Fiber Switch)
ISMS Integrated Security Monitoring and Management System ISP Internet Service Provider
ITD OWNER, Information Technology Division
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ITU International Telecommunication Union
IVR Interactive Voice Response
JPEG Joint Photographic Experts Group (image format)
Kbps Kilobits per Second
LAN Local Area Network
LCD Liquid Crystal Display
LDC Local Distribution - Cabinet
LDF Local Distribution Frame
LED Light Emitting Diode
LIU Light Interconnection Unit
MAC Media Access Control
MAN Metropolitan Area Network
MBR Maximum Bit Rate
MCU Multipoint Conference Unit
MDF Main Distribution Frame
MDF-BBS Main Distribution Frame Backbone Switch
MIB Management Information Base
MIC Message Integrity Check
MLD Multicast Listener Discovery
MLSFA Metal Lath/Steel Framing Association
MPOE Main Point of Entry
MPEG Moving Picture Experts Group
MP-BGP Multi-Protocol Border Gateway Protocol
MOS Mean Opinion Scale
MSS Manufacturers Standardization Society of the Valve & Fittings Industry.

NAAMM National Association of Architectural Metal Manufacturers NAT Network Address Translation
NAT-PT NAT Protocol Translation
NAS Network Attached Storage
NBFU National Board of Fire Underwriters
NBS National Bureau of Standards
NCMA National Concrete Masonry Association
NEBB National Environmental Balancing Bureau
NEBS Network Equipment Building System
NEC National Electrical Code
NEMA National Electrical Manufacturers Association
NEC National Electrical Code
NFPA National Fire Protection Association
NFPA National Forest Products Association
NIC Network Interface Card
NIOSH National Institute for Occupational Safety and Health NIST National Institute of Standards and Technology
NMP Simple Network Management Protocol
NOFMA National Oak Flooring Manufacturers Association
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NPCA National Paint and Coatings Association
NPDES National Pollutant Discharge Elimination System
NRCA National Roofing Contractors Association
NSF National Sanitation Foundation
NTP Network Time Protocol
NTSC National Television System Committee
NTMA National Terrazzo & Mosaic Association
NTSC National Television System Committee
NUSIG National Uniform Seismic Installation Guidelines
NWMA National Woodwork Manufacturers Association
OAR OWNER Authorized Representative
OC-3 Optical Carrier Level-3 (~155 Mbps)
OEHS Office of Environmental Health and Safety
OFNR Optical Fiber Non-Conductive Riser
OFNP Optical Fiber Non-Conductive Plenum
OID Object Identifier
OPX Off Premise Extension
OSHA Occupational Safety & Health Administrations
OSI Open Systems Interconnection
OSPF Open Shortest Path First
OTDR Optical Time Domain Reflectometer.

ONVIF Open Video Interface Forum
OWAN OWNER's Wide Area Network
OWNER City of Goleta
PA Public Address
PABX Private Auxiliary Branch Exchange
PA/IC Public Address/Intercommunications
PAL Phase Alternating Line
PAT Port Address Translation
PBX Private Branch Exchange
PCA Portland Cement Association
PCI Precast/Prestressed Concrete Institute
PCM Pulse Code Modulation
PDI Plumbing and Drainage Institute
PEI Porcelain Enamel Institute
PHB Per Hop Behavior (DiffServ)
PIC PBX Integration Card
PIM Protocol-Independent Multicast
PING Packet Internet Groper
PINX Private Integrated Services Network Exchange
PIP Picture in Picture
PMO Project Management Office
PoE Power-over-Ethernet
POP Point of Presence
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POTS Plain Old Telephone System
PRI Primary Rate Interface
PS Product Standard, U.S. Department of Commerce
PSIP Program and System Information Protocol
PSTN Public Switched Telephone Network
PZM Pressure Zone Microphone
QCIF Quarter CIF – See CIF
QoS Quality of Service
QSIG Q-Signaling
RADIUS Remote Access Dial-In User Service
RIP Routing Information Protocol
RIPng Routing Information Protocol Next Generation
RIS Redwood Inspection Service
RMON Remote Network Monitoring
RMON2 Remote Network Monitoring Version 2
SAN Storage Area Network
SCAQMD South Coast Air Quality Management District
SCSI Small Computer System Interface
SDEI Steel Deck Institute
SDI Steel Door Institute
SFM State Fire Marshal
SFP Small Form-factor Pluggable transceiver
SFP+ Enhanced Small Form-factor Pluggable transceiver
SFPA Southern Forest Products Association
SIF Source input format (NTSC)
SIP Session Initiation Protocol
SIGMA Sealed Insulating Glass Manufacturers Association SJI Steel Joist Institute
SLC Small Learning Community
SMACNA Sheet Metal and Air Conditioning Contractors National Association SMDI Simple Message Desk Interface
SMI Structure of Management Information
SMTP Simple Mail Transfer Protocol
SMPTE Society of Motion Picture and Television Engineers SNA Systems Network Architecture
SNMP Simple Network Management Protocol
SSH Secure Shell
SSID Service Set Identifier
SSL Secure Socket Layer
SSPC Steel Structures Painting Council
S/P DIF Sony/Philips Digital InterFace
SWI Steel Window Institute
TEHO Tail End Hop Off
TCA Tile Council of America
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TCP Transmission Control Protocol
TFTP Trivial File Transfer Protocol
TIA Telecommunications Industry Association
TKIP Temporal Key Integrity Protocol
TLS Transport Layer Security
TOS Type of Service
UBPPA Uni-Bell PVC Pipe Association
UCI Uniform Construction Index
UFAS Uniform Federal Accessibility Standards
UL Underwriters' Laboratories, Inc.

UM Unified Messaging
UPS Uninterruptible Power Supply
UPnP Universal Plug and Play
URL Uniform Resource Locator
USDA United States Department of Agriculture
UTC Coordinated Universal Time
UTP Unshielded Twisted Pair
UPS Uninterruptible Power Supply
USP Unified Security Platform
USW Unified Web Client
VAD Voice Activity Detection
VBR Variable Bit Rate
VLAN Virtual Local Area Network
VM Voice Mail
VSS Video Surveillance System
VoD Video on Demand
VFD Vacuum Fluorescent Display
VTC Video Teleconference
WAN Wide Area Network
WDR Wide dynamic range
WLAN Wireless Local Area Network
WCLIB West Coast Lumber Inspection Bureau
WDMA Window and Door Manufacturers Association
WWPA Western Wood Products Association

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PART 1 - GENERAL

1.01 REFERENCE STANDARDS

SECTION 01 45 23

TESTING AND INSPECTION
DIVISION 01
A. AISC 341 - Seismic Provisions for Structural Steel Buildings.

B. AISC 360 - Specification for Structural Steel Buildings.

C. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished.

D. ASTM A370 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products.

E. ASTM C780 - Standard Test Methods for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry.

F. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms.

G. ASTM E164 - Standard Practice for Contact Ultrasonic Testing of Weldments.

H. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing.

1.02 SECTION INCLUDES
A. Testing and inspection services to meet the requirements of the California Building Code (CBC).

B. Related Requirements:

1. Section 03 30 00 – Cast-in-Place Concrete.

2. Section 04 20 00 – Concrete Unit Masonry.

3. Section 05 12 00 – Structural Steel Framing.

4. S
ection 05 50 00 - Metal Fabrications.

5. Section 06 10 00 – Rough Carpentry.

6. Section 07 84 00 - Fire Stopping.

7. Section 01 31 00 – Project Management and Coordination

8. Structural Drawings.

1.03 REFERENCES
A. American Concrete Institute (ACI):

1. ACI 318 – Building Code Requirements for Structural Concrete and Commentary.

B. American Institute of Steel Construction (AISC):

1. AISC 360 – Specification for Structural Steel Buildings.

2. AISC 341 – Seismic Provisions for Structural Steel Buildings.

C. ASTM International (ASTM):

1. ASTM A108 – Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished.

2. ASTM A370 – Standard Test Methods and Definitions for Mechanical Testing of Steel Products.

3. ASTM A706 – Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement.

4. ASTM C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field.

5. ASTM C172 - Standard Practice for Sampling Freshly Mixed Concrete.

6. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry.

7. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms.

8. AST M E164 - Standard Practice for Contact Ultrasonic Testing of Weldments.

9. ASTM E488 - Standard Test Methods for Strength of Anchors in Concrete Elements.

10. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing. 237
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11. ASTM E605 - Standard Test Methods for Thickness and Density of Sprayed Fire-Resistive Material (SFRM) Applied to Structural Members.

12. ASTM E1444 - Standard Practice for Magnetic Particle Testing.

13. ASTM F606 - Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets.

D. Association of the Wall and Ceiling Industry (AWCI):

1. AWCI Technical Manual 12-B - Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-Resistive Materials; an Annotated Guide.

E. American Welding Society (AWS):

1. AWS D1.1 – Structural Welding Code.

2. AWS D1.4 – Structural Welding Code – Reinforcing Steel.

3. AWS D1.8 – Structural Welding Code – Seismic Supplement.

1.04 REGULATORY REQUIREMENTS
A. Laboratories performing testing shall have City's Laboratory Evaluation and Acceptance Program approval prior to providing material testing or special inspection services.

B. Tests of materials and inspections shall be in accordance to Section 4-213 through 4-219 of the California Building Standards Commission's, California Administrative Code.

1.05 TESTS
A. Owner will contract with a City approved testing laboratory to perform the testing indicated on the Contract Documents, including the Tests and Special Inspections (T&I) list.

B. S election of material to be tested shall be by the Testing Laboratory and not by Contractor.

C. Any material shipped from the source of supply prior to having satisfactorily passed such testing and inspection, or prior to the receipt of notice from Project Inspector such testing and inspection is not required, shall not be incorporated into the Work.

D. The Testing Laboratory is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work.

E. The Testing Laboratory shall not perform any duties of Contractor.

F. Contractor shall provide an insulated curing box with the capacity for twenty concrete cylinders and will relocate said box and cylinders as rapidly as required in order to provide for progress of the Work.

1.06 TEST REPORTS
A. Test reports shall include all tests performed, regardless of whether such tests indicate the material is satisfactory or unsatisfactory. Samples taken but not tested shall also be reported.

Records of special sampling operations, when and as required, shall also be reported. Reports shall indicate the material (or materials) was sampled and tested in accordance with requirements of CBC, Title 24, Parts 1 and 2, as indicated on the Contract Documents. T est reports shall indicate specified design strength and specifically state whether or not the material (or materials) tested comply with the specified requirements.

1.07 VERIFICATION OF TEST REPORTS
A. Each Testing Laboratory shall submit to the City, in duplicate, a verified report covering all tests required to be performed by that agency during the progress of the Work. Such report, covering all required tests, shall be furnished prior to Substantial Completion and/or, when construction on the Work is suspended, covering all tests up to the time of Work suspension. 238
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1.08 INSPECTION BY OWNER
A. Owner, and its representatives, shall have access, for purposes of inspection, at all times to all parts of the Work and to all shops wherein the Work is in preparation. Contractor shall, at all times, maintain proper facilities and provide safe access for such inspection.

B. OAR shall have the right to reject materials and/or workmanship deemed defective Work and to require correction. Defective workmanship shall be corrected in a satisfactory manner, and defective materials shall be removed from the premises and legally disposed of without charge to Owner. If Contractor does not correct such defective Work within a reasonable time, fixed by written notice and in accordance with the terms and conditions of the Contract Documents, Owner may correct such defective Work and proceed in accordance with related Articles of the Contract Documents.

C. Contractor is responsible for compliance to all applicable local, state, and federal regulations regarding codes, regulations, ordinances, restrictions, and requirements.

1.09 PROJECT INSPECTOR
A. A Project Inspector will be employed by Owner in accordance with requirements of Title 24 of the California Code of Regulations with their duties specifically defined therein.

B. I nspection of Work shall not relieve Contractor from any obligation to fulfill all terms and conditions of the Contract Documents.

C. Contractor shall be responsible for scheduling times of inspection, tests, sample taking, and similar activities of the Work.

1.10 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
A. Soils:

1. General: Periodic inspection by Geotechnical Engineer for verification of the following construction activities in conformance to CBC Table 1705A.6:
a. Site has been prepared properly prior to placement of controlled fill and/or excavations for foundations.
b. Foundation excavations are extended to proper depth and have reached proper material.
c. Materials below footings are adequate to achieve the design bearing capacity.

2. Compacted Fills: Testing and inspections shall be in conformance to Table 1705A.6:
a. Geotechnical Engineer will continuously verify the use of proper materials and inspect lift thicknesses, placement, and compaction during placement of fill. b. Testing Laboratory under the supervision of the Geotechnical Engineer will:
1) Perform qualification testing of fill materials.
2) Test the compaction of fill.

3. Retaining Walls:
a. Continuous inspections by Geotechnical Engineer:
1) Placement, compaction and inspection of soil per CBC Section 1705A.6.1 for fills supporting foundations.
2) S egmental retaining walls; inspect placement of units, dowels, connectors, etc. b. Concrete Retaining Walls: Provide tests and inspections as indicated on paragraphs below for concrete.
c. Masonry Retaining Walls: Provide tests and inspections as indicated on paragraphs below for masonry.

B. Concrete:

1. Cast in Place Concrete: Inspection and testing in conformance to CBC Table 1705A.3:
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a. Inspection of reinforcement, including prestressing tendons and verification of placement, per ACI 318, sections 25.2, 25.2, 25.5.1 through 26.5.3. b. Reinforcing bar welding: Inspect per AWS D1.4, ACI 318 26.5.4. 1) Verification of weldability of reinforcing bars other than ASTM A706. 2) Inspect single-pass fillet welds, maximum 5/16”.
3) Inspect all other welds.
c. Inspect anchors cast in concrete per ACI 318, section 17.8.2. d. Inspect anchors post-installed in hardened concrete members:
1) Continuous inspection of adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads, per ACI 318, section

17.8.2.4. 2) Mechanical anchors and adhesive anchors, not defined in previous paragraph, per ACI 318, section 17.8.2.
e. Design Mix:
1) Verify use of required mix, per ACI 318, chapter 19 and sections 26.4.3 and

26.4.4. 2) Batch Plant Inspection: The quality and quantity of materials used in transit- mixed concrete and in batched aggregates shall be continuously inspected as required by CBC section 1705A.3.2. If approved by City, batch plant inspection may be reduced to periodic if plant complies with CBC section 1705A3.3.1, item 1, and requires first batch inspection, weightmaster, and batch tickets. f. P rior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete, per ASTM C172, ASTM C31, ACI 318, sections 26.4.5 and 26.12.
g. Inspect concrete placement for proper application techniques, per ACI 318, section

26.4.5. h. Verify maintenance of specified curing temperature and techniques per ACI 318 sections 26.4.7 through 26.4.9 and CBC section 1908.9.
i. Inspect prestressed concrete for:
1) Application of prestressing forces, per ACI 318 section 26.9.2.1 2) Grouting of bonded prestressing tendons per ACI 318 section 26.9.2.3. j. Inspection of erection of precast concrete members per ACI 318 chapter 26.8. k. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs per ACI 318 section 26.10.1.b.
l. Sampling and testing of reinforcing steel per ASTM A370, CBC section 1910A.2.

Contractor shall submit mill certificate indicating compliance with requirements for reinforcement, anchors, ties, and metal accessories.

2. Prestressed Concrete: In addition to the tests and inspections required for concrete listed above, the following tests and inspections will performed:
a. T esting Laboratory will test prestressing tendons and anchorages per CBC section 1910A.3 and ASTM A370.
b. Special Inspector will check the materials, equipment, tensioning procedure and inspect placement of prestressing tendons and construction, per CBC section 1705A.3.4.
c. Special Inspector will verify in-situ adequate concrete strength prior to stressing tendons.
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d. Continuous inspection by Special Inspector of application of prestressing forces and grouting of bonded prestressing tendons, per CBC section 1705A.3.4.

3. Precast Concrete: In addition to the tests and inspections required for concrete listed above, the following tests and inspections will performed:
a. Continuous inspection by Special Inspector of fabrication of precast concrete members.
b. Inspection of erection of precast concrete members per ACI 318, chapter 26.8.

4. Post-installed Anchors:
a. Special Inspector will inspect installation of post-installed anchors in hardened concrete members as required by CBC table 1705A.3, item 4. 1) Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads, per ACI 318, section 17.8.2.4. 2) Mechanical anchors and adhesive anchors not defined above, per ACI 318, section 17.8.2.
b. Testing Laboratory will test post-installed anchors in conformance to CBC section 1905A and ASTM E488.

C. Structural Masonry:

1. Material Verification and Testing:
a. Sampling and testing of reinforcing steel per ASTM A370, CBC section 1910A.2.

Contractor shall submit mill certificate indicating compliance with requirements for reinforcement, anchors, ties, and metal accessories.
b. Submit manufacturer's certificate of compliance for masonry units, mortar and grout materials. Test masonry units, mortar and grout (unit strength method). c. T esting Laboratory will test masonry prisms in conformance with ASTM C1314. d. Special Inspector will verify proportions of site-prepared, premixed or preblended mortar and grout, per ASTM C780.
e. Testing Laboratory will test core-drilled samples in conformance with CBC 2114.6.2.

2. Inspection:
a. Special Inspector will continuously inspect preparation of prisms per ASTM C1314. b. Special inspector will verify size, location and condition of dowels and construction supporting masonry.
c. Special inspector will verify size specified size, grade and type of reinforcement. d. Special inspector will verify weldability of reinforcing bars other than ASTM A706.

Special inspector to inspect reinforcing bar welding: Inspection to be in conformance with AWS D1.4, ACI 318 26.5.4.
e. Special inspector will inspect placement of reinforcement, connectors, masonry units and construction of mortar joints.
f. Special inspector will verify protection of masonry during cold weather temperature (temperature below 40o F) or hot weather (temperature above 90o F). g. Special inspector will inspect type, size and location of anchors and all other items to be embedded in masonry, including other details of anchorage of masonry to structural members, frames and other construction.
h. S pecial inspector will inspect grout space prior to grouting and placement of grout.

3. Post-installed Anchors in Masonry:
a. Special inspector will inspect anchors cast in concrete per ACI 318, section 17.8.2. b. Special inspector will inspect anchors post-installed in hardened concrete members:
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1) Continuous inspection of adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads, per ACI 318, section

17.8.2.4. 2) Mechanical anchors and adhesive anchors, not defined in previous paragraph, per ACI 318, section 17.8.2.
c. Testing Laboratory will test post-installed anchors in conformance to CBC section 1905A and ASTM E488.

D. Structural Steel:

1. Special inspector will verify that all materials are properly marked in conformance with AISC 360, Section 3.3 and applicable ASTM standards.
a. Mill certificates indicating material properties that comply with requirements. b. Materials, sizes, types and grades complying with requirements.

2. Testing Laboratory will test unidentified materials in conformance with ASTM A370.

3. Special inspector will examine seam welds of HSS shapes in conformance with ASTM.

4. Special inspections and non-destructive testing of structural steel elements shall be in conformance to CBC section 1705A.2.1.

E. High Strength Bolts:

1. Special inspector will verify identification markings and manufacturer's certificates of compliance conform to ASTM standards specified in the Contract Documents, per ASTM.

2. Testing Laboratory will test high-strength bolts, nuts and washers in conformance with ASTM F606, ASTM A370.

3. S pecial inspector will inspect bearing-type (“snug tight”) bolt connections in conformance with AISC 360, section M2.5.

4. Special inspector will inspect slip-critical bolt connections in conformance with AISC 360, section M2.5.

F. Welding:

1. Verification of Materials, Equipment and Welders:
a. Special inspector will verify weld filler material identification markings per AWS designation listed on the Contract Documents and the WPS. b. Special inspector will verify material manufacturer's certificate of compliance. c. Special inspector will verify WPS, welder qualifications and equipment in conformance to CBC.

2. Shop Welding: Special inspector will inspect the following, per CBC 1705A.2.1, AISC 360 (and AISC 341, as applicable).
a. Groove, multi-pass fillet welds larger than 5/16”, plug and slot welds. b. Single-pass fillet welds equal or less than 5/16”.
c. Inspect welding of stairs and railing systems.
d. Verification of reinforcing steel weldability.
e. Welding of reinforcing steel, per AWS D1.4.

3. Field Welding: Special inspector will inspect the following, per CBC 1705A.2.1, AISC 360 (and AISC 341, as applicable):
a. Groove, multi-pass fillet welds larger than 5/16”, plug and slot welds. b. Single-pass fillet welds equal or less than 5/16”.
c. En d welded studs (((ASTM A108))) installation, including bend test. d. Floor and roof deck welds.
e. Welding of structural cold-formed steel.
f. Welding of stairs and railing systems.
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g. Verification of reinforcing steel weldability.
h. Inspect welding of reinforcing steel.

4. Non-Destructive Testing: Testing Laboratory will test perform ultrasonic and magnetic particle testing in conformance to AISC 360 section N5.5, AISC 341 appendix Q5.2, AWS D1.1, AWS D1.8, ASTM E543, ASTM E1444, ASTM E164.

G. Steel Joists and Trusses: Continuous inspection, special inspector will verify size, type and grade for all chord and web members as well as connectors and weld filler material, verify joist profile, dimensions and chamber (if applicable); verify all weld locations, lengths and profiles; mark or tag each joist, in conformance with CBC section 2207.1.

H. Fire-Proofing:

1. Spray Applied:
a. Project inspector will examine structural steel surface conditions, inspect application, take samples, measure thickness, and verify compliance of all aspects of application with Construction Documents, in conformance with CBC sections and ASTM E.605. b. Testing Laboratory will test bond strength in conformance with ASTM E605, per CBC section 1705A.14.6.
c. Testing Laboratory will test density in accordance with ASTM E605, per CBC section 1705A.14.5.

2. Intumescent Fire-Resistant Coatings: Special inspector will inspect and test in accordance with AWCI 12-B, per CBC section 1705A.15.

I. A nchor Bolts, Anchor Rods and Other Steel:

1. Testing Laboratory will sample and test not readily identifiable anchor bolts and anchor rods in accordance with CBC.

2. Testing Laboratory will sample and test not readily identifiable threaded rod not used for foundation anchorage per procedures noted in CBC.

J. Prefabricated Wood Structural Elements:

1. Special inspector will continuously inspect fabrication of glued-laminated timber in accordance with CBC section 1704A2.5.

2. Special inspector will continuously inspect fabrication of manufactured open-web trusses in accordance with CBC 1704A2.5.

3. Special inspector will continuously inspect fabrication of manufactured metal plate connected trusses in accordance with CBC 1704A2.5.

PART 2 – PRODUCTS (NOT USED).

PART 3 – EXECUTION (NOT USED).

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Temporary Utilities.

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
DIVISION 01
B. Temporary Field Offices.

C. Telecommunications Services.

D. Temporary Sanitary Facilities.

E. Temporary Security Fencing and Barriers.

F. Other Temporary Enclosures and Barricades.

G. Interior Enclosures.

H. Security Requirements.

I. Temporary Protection Facilities Installation
J. Vehicular access and parking.

K. Waste Removal.

L. Removal of Utilities, Facilities, and Controls.

M. Trenches.

N. Dust Control.

O. Wash Out.

P. Adverse Weather Conditions.

Q. Directional Signage and Required Postings.

1.02 QUALITY ASSURANCE
A. Contractor shall comply with applicable laws and regulations of authorities having jurisdiction, including, but not limited to, the following:

1. Building Code requirements.

2. Health and safety regulations.

3. Utility company regulations.

4. Police, fire department, and rescue squad requirements.

5. Environmental protection regulations.

B. Contractor shall arrange for the inspection and testing of each temporary utility prior to use.

Obtain required certifications and permits and then transmit them to OAR.

1.03 S

UBMITTALS
A. Temporary Utilities: Submit to OAR reports of tests, inspections, meter readings, certifications, permits, and similar procedures performed on temporary utilities.

1.04 TEMPORARY UTILITIES
A. Owner will provide the following:

1. Electrical power and metering, consisting of connection to existing facilities.

2. Water supply, consisting of connection to existing facilities.

B. Owner shall pay for all electrical power and water that is required for construction purposes.

C. Contractor shall furnish, install, and remove all temporary power equipment, lighting, and water connections as needed to perform the Work.

D. If for any reason the utilities are shutdown by Contractor or Utility Companies, Contractor shall provide, at its expense, temporary means to keep the Work progressing, included, but not limited to generators, water tanks, waste tanks, etc.

E. Contractor shall implement water and energy saving measures during construction, including but not limited to:
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1. Use trigger-operated nozzles for water hoses to avoid water waste.

2. Repair leaks, drips, and defective connections immediately.

3. Shutting off lighting and electrical equipment when not in active use.

4. Utilizing energy-efficient temporary lighting and equipment where feasible.

5. Coordinating work to reduce unnecessary run-time of high-demand equipment.

F. Contractor shall:

1. Coordinate with the appropriate utility company to install temporary services, as required for construction. Where the utility company provides only partial service, Contractor shall provide and install the remainder with matching compatible materials and equipment.

2. Provide, fuel, operate, and maintain temporary generators when required for construction sequencing, outages, or emergency backup.

3. Pay all costs for labor, equipment, fuel, maintenance, and removal of temporary power installations and generators.

4. Upon Substantial Completion of the Work, remove temporary systems, devices and appurtenances.

G. Continuity of Utilities:

1. The Contractor shall maintain continuous operation of existing utilities and systems serving the site unless shutdowns are approved in advance by the Owner.

2. If any utility or service is interrupted or shut down, whether by the Contractor's actions, utility company work, or other causes, the Contractor shall, at its sole expense, provide temporary means and equipment necessary to maintain the progress of the Work and required services.

3. T emporary systems may include, but are not limited to, generators, portable water tanks, waste holding tanks, and temporary connections or bypasses.

4. Temporary systems shall be safe, code-compliant, and sufficient to support all affected construction activities.

5. Any resulting delay shall not be grounds for time extension or additional compensation.

6. The Contractor shall coordinate all utility interruptions with the Owner and provide a minimum of 72 hours’ written notice prior to any planned shutdown.

1.05 TEMPORARY FIELD OFFICES
A. Field office may be located on-site in temporary structures provided by Contractor, or in designated portions of existing facilities, if approved by Owner.

B. Contractor may use designated areas of the existing facility for temporary offices, storage, and crew support, subject to the following:

1. Location and extent of use shall be approved in writing by Owner prior to occupancy.

2. Contractor may use existing furniture, subject to approval by Owner prior to use.

1.06 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Internet Connections: Minimum of one; DSL modem or faster.

1.07 T EMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Contractor shall pay for all temporary sanitary facilities, as required.

C. Use of existing facilities at Project Site is permitted.

D. Maintain daily in clean and sanitary condition.
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E. At end of construction, return facilities to same or better condition as originally found.

1.08 TEMPORARY SECURITY FENCING AND BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of- way.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

D. Contractor will provide a 6-foot-high fence around the construction site, equipped with a lockable vehicular gate. Contractor shall maintain fence and gate in good condition for the duration of the Work, including repairs, replacements, and adjustments as required.

E. At Contractor's expense and without limitation, remove or relocate fencing, fabric, and barricades or other security and protection facilities as rapidly as required in order to provide for progress of the Work.

1.09 OTHER TEMPORARY ENCLOSURES AND BARRICADES
A. Provide temporary insulated weather-tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks.

B. P rovide lockable, temporary weather-tight enclosures at openings in exterior walls to create acceptable working conditions, to allow for temporary heating, and for security.

C. Provide protective barriers around trees, plants and other improvements designated to remain.

Replace damaged plants.

D. Since the Work of this Project may be immediately adjacent vehicular and pedestrian right of ways, Contractor shall, in his sole judgment and in accordance with applicable safety standards, provide temporary facilities, additional barricades, protection and care to protect existing structures, occupants, property, pedestrians and vehicular traffic. Contractor is responsible for any damage that may occur to the property and occupants of the property of Owner or adjacent private or public properties, which in any way results from the acts or neglect of Contractor.

E. Contractor shall be responsible for cleaning up all areas adjacent to the construction site which have been affected by the construction; and for restoring them to at least their original condition- including landscaping; planting of trees, and shrubs damaged by construction; and raking and disposal of debris such as roofing shingles, paper, nails, glass sheet metal, bricks, and waste concrete. Construction debris shall be removed and properly disposed of. Culverts and drainage ditches with sediment from the construction area shall be cleared routinely to maintain proper drainage and re-cleaned prior to completion of the contract.

F. C ontractor shall ensure sediment does not block storm drains. Contractor shall be responsible for cleaning storm drains blocked due to erosion or sediment from the work area.

1.10 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner- occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment.
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DIVISION 01
100% CD - IFB 01 50 00-4

1.11 PROTECTION OF EXISTING FURNISHINGS AND MATERIALS
A. Contractor shall protect existing and new furniture and materials within and adjacent to the Work area. Acceptable protection includes 6-mil polyethylene sheeting, corrugated cardboard, plywood, or padded blankets, secured with corner guards and non-marring fasteners.

B. Contractor may dismantle bookshelves or similar furnishings as required for storage and transport. Contractor may place large furnishings on temporary casters or dollies for relocation, subject to Owner approval. Provide protective underlayment beneath casters at all times to prevent damage to floor finishes. Secure furnishings to prevent tipping or uncontrolled movement.

C. All dismantled or relocated furniture must be reassembled to its original state and relocated to its original location by the Contractor. Contractor to photograph and inventory the condition and location prior.

D. Coordinate with Owner to designate storage and staging areas. Maintain coverings in good condition and replace if damaged. Handle and store furnishings to prevent impact, stress, or distortion. Do not stack or store items in a manner that could cause damage.

E. Repair or replace, at no cost to Owner, any furnishings or materials damaged during construction.

F. Upon project completion, Contractor shall clean and return all items to original condition and location specified by OAR.

1.12 SEC URITY REQUIREMENTS
A. Security of the Project site and contents is a continuous obligation of the Contractor.

B. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

C. Coordinate with Owner's security program.

D. Contractor shall employ and maintain sufficient security and safety measures to effectively prevent vandalism, vagrancy, theft, arson, and all other such negative impacts to the Work. Any impacts to the progress of the Work of Contractor, Owner, or Owner's forces, due to loss from inadequate security, will be the responsibility of Contractor.

E. Contractor shall provide, install and maintain substantial temporary enclosures of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft and similar violations of security. Where materials, tools and equipment are stored within the Work area, Contractor shall provide secure lock up to protect against vandalism, theft and similar violations of security. Owner accepts no financial responsibility for loss, damage, vandalism or theft.

F. Until Substantial Completion of the Work, Contractor shall employ appropriate means to remove all graffiti from buildings, equipment, fences, and all other temporary and/or permanent improvements on the Project site within twenty-four (24) hours from the date of report or forty- eight (48) hours of each occurrence.

1.13 T EMPORARY PROTECTION FACILITIES INSTALLATION
A. Contractor shall not change over from using temporary facilities and controls to permanent facilities until Substantial Completion, except as permitted by OAR.

B. Until permanent fire protection needs are supplied and approved by AHJ, Contractor shall provide, install, and maintain temporary fire protection facilities of the types needed in order to adequately protect against fire loss. Contractor shall adequately supervise welding operations, combustion type temporary heating and similar sources of fire ignition. 247
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AND CONTROLS
DIVISION 01
100% CD - IFB 01 50 00-5

C. Contractor operations shall not block, hinder, impede or otherwise inhibit the use of required exits and/or emergency exits to the public way, except as approved by OAR. Contractor shall maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for firefighting equipment and/or personnel.

D. With approval of OAR and at the earliest feasible date in each area of the Work, complete installation of the permanent fire protection facilities including connected services and place into operation and use. Instruct Owner personnel in use of permanent fire protection facilities.

E. In the event of an emergency drill or an actual emergency, designated by the sounding of the fire alarm and/or other sounding device, all construction activities must cease. Contractor shall evacuate the Work area and remain outside the Work area until permitted to return. No Work shall be conducted during the evacuation of a building or during an emergency.

F. Portable fire extinguishers are required on the project site at all times during construction.

1.14 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.

B. C oordinate access and haul routes with governing authorities and Owner.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.15 WASTE REMOVAL
A. See Section 01 74 19 - Construction Waste Management and Disposal and 01 81 13 “Sustainable Design Requirements”, for additional requirements.

B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

C. Provide containers with lids. Remove trash from site periodically.

D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non- combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

E. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

1.16 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as indicated.

C. C lean and repair damage caused by installation or use of temporary work.

D. Restore existing facilities used during construction to original condition. 248
SECTION 01 50 00

TEMPORARY FACILITIES

AND CONTROLS
DIVISION 01
100% CD - IFB 01 50 00-6

1.17 TRENCHES
A. Open trenches for installation of utility lines (water, gas, electrical and similar utilities) and open pits outside barricaded working areas shall be barricaded at all times in a legal manner determined by Contractor. Trenches shall be backfilled and patch-paved within twenty-four (24) hours after approval of installation by authorities having jurisdiction or shall have "trench plates" installed. Required access to buildings shall be provided and maintained. Contractor shall comply with all applicable statutes, codes and regulations regarding trenching and trenching operations.

Open trenches deeper than 3'-6", and not located within a public street access, shall be enclosed within an 8'-0" high chain-link fence.

1.18 DUST CONTROL
A. Contractor is responsible for dust control on and off the Project site. When Work operations produce dust the Project site and/or streets shall be sprinkled with water to minimize the generation of dust. Contractor shall clean all soils and debris from construction vehicles and cover both earth and debris loads prior to leaving the Project site. Contractor shall, on a daily basis, clean all streets and/or public improvements within the right of way of any and all debris, dirt, mud and/or other materials attributable to operations of Contractor.

1.19 WA SH OUT
A. Contractor shall provide wash out boxes of sufficient size and strength as required to provide for concrete mixer wash out. Contractor shall locate and relocate both the wash out boxes and wash out areas in order to accommodate the progression of the Work. The wash out area shall be located as to minimize the amount of potential run off onto adjacent private and/or public property.

Contractor shall legally dispose of the contents of the wash out boxes and area on an as needed basis or as required by OAR.

1.20 ADVERSE WEATHER CONDITIONS
A. Should warnings of adverse weather conditions such as heavy rain and/or high winds be forecasted, Contractor shall provide every practical precaution to prevent damage to the Work, Project site, and adjacent property. Contractor precautions shall include, but not be limited to, enclosing all openings, removing and/or securing loose materials, tools, equipment and scaffolding.

B. Contractor shall provide and maintain drainage away from buildings and structures.

C. Contractor shall implement all required storm water mitigation measures as required under related Division 01 Sections.

1.21 DIRECTIONAL SIGNAGE AND REQUIRED POSTINGS
A. Contractor shall provide, install, and maintain signage for directional, identification, safety, and compliance purposes, subject to review by the OAR. Signage shall include, but not be limited to, the following:

1. F or construction traffic control/flow at entrances/exits, and as designated by OAR.

2. Visitor and delivery directions.

3. For construction parking.

4. Warning and hazard signs as required.

5. CAL/OSHA safety signage.

6. Trailer identification and the Project site address.

7. “No Smoking” postings at designated locations.

8. Emergency contact information and phone number of Contractor. 249
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TEMPORARY FACILITIES

AND CONTROLS
DIVISION 01
100% CD - IFB 01 50 00-7

9. Emergency contact information and phone number of local police, fire, and emergency personnel.

10. Authorized labor law posters as required by federal and state agencies (e.g., Department of Labor), made available to all workers.

11. Construction Waste Management Procedures in conformance with CalGreen. Refer to A050 through A054 and Specification Section 01 81 13 “Sustainable Design Requirements” for additional information.

12. Indoor Air Quality Management Plan in conformance with CalGreen. Refer to A050 through A054 and Specification Section 01 81 13 “Sustainable Design Requirements” for additional information.

B. Prevailing wage notices or determinations (pay rates, fringe benefit requirements) as mandated for public works projects.

1. If benefit payments are directed to a trust fund, include an appropriate statement of such payment requirement.

2. Any other signage required by law, regulation, Owner, or as necessary for the safe and orderly conduct of the Work.

C. Contractor shall keep all signage and postings legible, current, and weather-protected throughout the duration of the Work. Damaged or outdated signs shall be replaced promptly.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED)

END OF SECTION
250
100% CD - IFB 01 55 26-1

PART 1 - GENERAL

1.01 GENERAL

SECTION 01 55 26

TRAFFIC CONTROL AND ACCESS
DIVISION 01
A. The Contractor shall provide traffic control and access in accordance with these Specifications, Caltrans Standard Specifications and Plans, and the standards contained in the “Work Area Traffic Control Handbook” (WATCH) published by Building News, Inc. The Contractor shall take all necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be illuminated at night, and all lights shall be kept burning from sunset until sunrise. The Contractor shall prepare and submit Traffic Control plans and comply with special safety regulations relating to traffic control as may be required by the County of Santa Barbara or other public authorities within their respective jurisdiction.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 EQUIPMENT TRAVEL ROUTE
A. The Contractor shall make its own investigation of the condition of available access routes to and from the work site. If suitable access is not available, it shall be the Contractor's responsibility to construct and maintain any access or haul roads required for its construction operations. The travel route for the Contractor's equipment shall follow the safest route possible and minimize inconvenience to motorists and pedestrians.

3.02 T EMPORARY STREET USE
A. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, alley, way, or parking area during the performance of the Work hereunder. The Contractor shall conduct its operations as not to interfere unnecessarily with the authorized work of the City, utility companies, or other agencies in such streets, alleys, ways, or parking areas.

B. No street shall be closed to the public without first obtaining the permission of the County of Santa Barbara, the City of Goleta, and other proper governmental authority, where applicable. Where excavation is being performed in primary streets or highways, at least one lane of traffic shall be kept open in each direction at all times unless otherwise provided in the Contract Documents or under the terms of the permits issued by the County of Santa Barbara, State, District or other public agencies and Authority Having Jurisdiction, as required.

C. Toe boards shall be provided to restrict the movement of excavated material if required by the County, the City of Goleta, or other agency having jurisdiction over the affected street or highway. The Contractor shall make temporary provisions to assure the use of sidewalks and the proper functioning of all gutters, drainage inlets, and other drainage facilities.

3.03 T RAFFIC CONTROL
A. For the protection of traffic in public or private streets and ways, the Contractor shall provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of Caltrans "Manual of Traffic Controls - Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways.” 251
SECTION 01 55 26

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ACCESS
DIVISION 01
100% CD - IFB 01 55 26-2

B. Provide, place and maintain all necessary barricades, traffic cones, warning signs, lights and other safety devices. Post and maintain adequate detour signs at all applicable approaches to forewarn and direct traffic. Use illuminated and/or reflective warning/construction signs at appropriate locations for the project. Use solar powered flashing arrow boards for each lane closure taper in addition to other delineation. Provide safe and effective work areas and warn, control, protect and expedite vehicular and pedestrian traffic through the construction project.

C. Provide temporary traffic re-striping at the conclusion of any working day for any centerline or lane line which is obliterated by construction. Use temporary asphalt surfacing at the Contractor's own expense as required to maintain traffic in a safe and non-disruptive manner. Provide temporary delineation as required which includes sandblasting of conflicting markings, installation and removal of temporary centerlines or lane lines, detour signing, barricading, and replacement of traffic lines, and markings in their proper locations upon termination of the detour.

Provide any temporary pavement marking. Provide for removal of existing markings and the later removal of temporary markings to restore the permanent markings.

D. Through traffic shall be maintained in both directions during working hours. Reopen all traffic lanes for the traffic circulation at the end of each working day, and during non-working hours including holidays, Saturdays, and Sundays. Provide traffic re-striping and markings prior to opening street traffic.

E. W here required, the Contractor shall furnish, install, and maintain in-place “No Parking – Tow Away” signs (even if streets have posted “No Parking” signs) which shall be posted at least two (2) working days prior to commencement of work. On the sign, Contractor shall print the hours, day(s) and date of closure in two-inch-high letters and numbers. The signs shall be spaced at a maximum of 50 feet (1524 cm) from street intersection and/or from each adjacent sign.

F. The Contractor shall be responsible for the project safety on a 24-hours basis each calendar day for the entire duration of the project.

3.04 ACCESS
A. Wherever necessary or required for the convenience of the public or individual residents or business places at street or highway crossings, private driveways, or elsewhere, the Contractor shall provide suitable temporary bridges or steel plates over unfilled excavations, except in such cases as the Contractor shall secure the written consent of the individuals or authorities concerned to omit such temporary bridges or steel plates. Such written consent shall be delivered to the City of Goleta prior to beginning the excavation. All such bridges or steel plates shall be maintained in service until access is provided across the backfilled excavation.

B. T emporary bridges or steel plates for street and highway crossings shall conform to the requirements of the City of Goleta, County of Santa Barbara, Caltrans or the authority having jurisdiction in each case. The Contractor shall adopt designs furnished by said authority for such bridges or steel plates, or shall submit designs to said authority for approval, as may be required.

C. Maintain adjacent streets open for ingress and egress and for parking; Provide emergency access for fire trucks, police cars, and other emergency vehicles at all times. The Contractor shall notify each agency in writing at least three (3) working days prior to work, and submit a copy of the notice to the City of Goleta. Fire hydrants on or adjacent to the work shall be kept accessible to fire-fighting equipment at all times.
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DIVISION 01
100% CD - IFB 01 55 26-3

D. Construct temporary AC ramps to provide safe and drivable access to residents and businesses and safe pedestrian crossing paths at all times. Provide alternate crossing areas with appropriate signing and other devices where construction prohibits pedestrian and bicycle access. Provide safe and adequate pedestrian zones and public transportation stops, as well as reasonable pedestrian crossings of the work at frequent intervals. Notify local/regional transit agency of potential impact to bus routes and interference with bus stops. There may be a need for temporary bus stop relocations if required. Keep the areas through and adjacent to the construction site clear of any objects that may be hazardous to pedestrians.

3.05 WORKING HOURS
A. Construction work operations shall be performed Monday through Friday except City observed holidays unless otherwise noted. The Contractor work hours shall be at City discretion Monday through Friday except that work within the street right-of-way that effects the flow of traffic shall only be allowed in accordance with the issued encroachment permit.

3.06 NOTIFICATION
A. The Contractor shall provide notification in writing to affected residences, schools, churches, and businesses informing them of the pending project. A draft notification letter shall be submitted to the City of Goleta five (5) working days in advance of required notification date for verification and approval. The Contractor shall hand deliver copies of the approved notification letter to the affected residences, school, churches, and businesses at least fourteen (14) days prior to the scheduled construction on each block. The notification letter shall state the project name, scope of work, date and time of restricted travel on the affected streets, and the Contractor's and City's contact persons and phone numbers. Failure to meet the approved schedule requires that the Contractor immediately notify residents of the cancellation for that day's work and reschedule construction of the affected area at a later date. Notification of rescheduled work shall follow this same procedure.

3.07 T RAFFIC CONTROL PLANS
A. Traffic control plans shall be provided by the Contractor and submitted to the City, County of Santa Barbara, Caltrans, or other agencies having jurisdiction as may be required. Traffic control plans shall conform to the requirements of the City of Goleta, County of Santa Barbara, or Caltrans as applicable, and shall include the location and wording of all signs, barricades, delineators, lights, warning devices, and temporary parking restrictions; a separate plan for each stage of construction; and a separate detour routing plan.

3.08 TEMPORARY STREET CLOSURE
A. If closure of any street is required during construction, a formal application for a street closure shall be made to the City of Goleta or other authority having jurisdiction at least thirty (30) days prior to the required street closure to allow them to determine the necessary signing and detour requirements to be provided by the Contractor.

END OF SECTION
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DIVISION 01
100% CD - IFB 01 57 23-1

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.01 PERFORMANCE
A. Minimum Water Quality Protection Requirements

1. The Contractor is required to meet the following minimum standards of good housekeeping:
a. Eroded sediments and other pollutants must be retained on site and may not be transported from the site via sheetflow, swales, area drains, natural drainage, or wind. b. Stockpiles of earth and other construction-related materials must be protected from being transported from the site by wind or water.
c. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil nor the surface waters. All approved toxic storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system.
d. Excess or waste concrete may not be washed into the public way or any drainage system. Provisions shall be made to retain concrete wastes on-site until they can be appropriately disposed of or recycled.
e. Trash and construction-related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind. f. S ediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public ways. Accidental depositions must be swept up immediately and may not be washed down by rain or by any other means.

B. Erosion Control Plan (ECP)

1. The Contractor shall refer to the prepared Erosion Control Plan (ECP) and implement Best Management Practices (BMPs) necessary to control stormwater pollution from sediments, erosion and construction materials leaving the construction site.

PART 2 PRODUCTS - NOT APPLICABLE
PART 3 EXECUTION - NOT APPLICABLE

END OF SECTION
254
DIVISION 01
100% CD - IFB 01 57 23-1

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.1 PERFORMANCE

A. Minimum Water Quality Protection Requirements

1. The Contractor is required to meet the following minimum standards of good housekeeping:

a. Eroded sediments and other pollutants must be retained on site and may not be transported from the site via sheetflow, swales, area drains, natural drainage, or wind.

b. Stockpiles of earth and other construction-related materials must be protected from being transported from the site by wind or water.

c. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil nor the surface waters. All approved toxic storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system.

d. Excess or waste concrete may not be washed into the public way or any drainage system. Provisions shall be made to retain concrete wastes on- site until they can be appropriately disposed of or recycled.

e. T
rash and construction-related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind.

f. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public ways. Accidental depositions must be swept up immediately and may not be washed down by rain or by any other means.

B. Erosion Control Plan (ECP)

PART 2 – PRODUCTS (NOT APPLICABLE)
PART 3 – EXECUTION (NOT APPLICABLE)

END OF SECTION
255
DIVISION 01
100% CD - IFB 01 60 00-1

SECTION 01 60 00

PRODUCTS, MATERIALS, EQUIPMENT, AND SUBSTITUTIONS
PART 1 GENERAL

1.01 DEFINITIONS
A. The word "Products," as used in the Contract Documents, is defined to include purchased items for incorporation into the work, regardless of whether specifically purchased for the project or taken from the Contractor's stock of previously purchased products.

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

2. Foreign Products: Distinguished from "domestic products," are considered items substantially manufactured (50 % or more of value) outside of the United States and its possessions; or produced or supplied by entities substantially owned (more than 50 %) by persons who are not citizens of nor living within the United States and its possessions.

B. The word "Materials" is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form work.

C. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items).

D. S ubstitution: A product, material, equipment, method of construction or system proposed by the Contractor which is different from that which is required by the Contract Documents. Proposed "substitutions" shall comply with the procedure for submission of substitutions as defined herein.

In instances of dispute as to whether any proposal by the Contractor represents a "substitution", the judgment of the Architect shall govern. The burden of proof rests solely with the Contractor.

E. Definitions in this section are not intended to negate the meaning of other terms used in the Contract Documents, including "specialties," "systems," "structure," "finishes," "accessories," "furnishings," special construction," and similar terms, which are self-explanatory and have recognized meanings in the construction industry.

F. Neither "Products" nor "Materials" nor "Equipment" includes machinery and equipment used for preparation, fabrication, conveying, and erection of the work.

1.02 PRODUCT SELECTION
A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise shown or specified, unused at the time of installation.

1. Provide products complete with accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect.

2. S tandard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects.

B. Product Selection Procedures: Product selection is governed by the Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection include the following:

1. Proprietary Specification Requirements: Where only a single product or manufacturer is named, provide the product indicated. Comply with Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 256
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2. Semi-Proprietary Specification Requirements: Where two or more products or manufacturers are named, provide one of the products specified. a. Where products or manufacturers are specified by name, accompanied by the term "or equal," or "or approved equal", comply with the Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product.

3. Non Proprietary Specifications: When the Specifications list products or manufacturers that are available and may be incorporated in the Work, but do not restrict the Contractor to use of these products only, the Contractor may propose any available product that complies with Contract requirements.

4. Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements.

5. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements, and are recommended by the manufacturer for the application shown or specified. General overall performance of a product is implied where the product is specified for a specific application. a. Manufacturer's recommendations may be contained in published product literature, or by the manufacturer's certification of performance.

6. C ompliance with Standards, Codes and Regulations: Where the Specifications only require compliance with an imposed code, standard or regulation, provide a product that complies with the standards, codes or regulations specified.

7. Visual Matching: Where Specifications require matching an established Sample, the Architect's decision will be final on whether a proposed product matches satisfactorily. a. Where no product available within the specified category matches satisfactorily and also complies with other specified requirements, comply with provisions of the Contract Documents concerning "substitutions" for selection of a matching product in another product category, or for noncompliance with specified requirements.

8. Color Selection
a. As soon as possible, Contractor shall obtain from Subcontractors and submit to Architect, a complete list of materials for which colors are to be selected. Include manufacturer's name and pertinent data which will facilitate completion of color schedule until submittals and required samples have been submitted to and reviewed by Architect. Include items which may come in only one or a limited number of colors.

Items which are specified without any reference to color, but which come in a color, shall be brought to the Architect's attention for their color selection. In no case shall the Contractor or Subcontractors select a color for materials, products or equipment for which colors are available without first consulting the Architect. 257
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b. When the sentence "Color selected by Architect." is used in the specifications, it shall mean that color, texture or pattern will be selected by the Architect from the manufacturer's full range of standard and special colors. The sentence "Custom color selected by Architect.", "Match existing color." or "Match Architect's approved sample." shall mean that color, texture or pattern has been selected or that it will be selected by the Architect and that the Contractor shall provide color, texture or pattern conforming to that selection.

9. When, due to the nature of the material, the material is available in a range of colors, i.e., natural stone, brick, and tile, Contractor shall submit the full available range of colors for that material for the Architect's review. Materials not conforming to the approved color range will be rejected and Contractor shall remove nonconforming materials from the site and replace them with materials in the approved color range at the Contractor's expense.

1.03 QUALITY ASSURANCE
A. Source Limitations: To the greatest extent possible for each unit of work, the Contractor shall provide products, materials, and equipment of a singular generic kind from a single source.

B. C ompatibility of Options: Where more than one choice is available as options for Contractor's selection of a product, material, or equipment, the Contractor shall select an option which is compatible with other products, materials, or equipment. Compatibility is a basic general requirement of product, material and equipment selections.

1.04 MANUFACTURER'S INSTRUCTIONS
A. General: Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the respective manufacturer's written instructions, unless more stringent requirements are specified.

B. Differences or Conflicts Between Manufacturer's Written Instructions and Technical Sections of the Specifications: In case of any differences or conflicts between requirements of a manufacturer's written instructions and the technical sections of the specifications, the instructions of specifications having the more detailed and precise requirements which are specifically applicable to the Work in question, as determined by the Architect shall govern.

1.05 MANUFACTURER'S NAMEPLATES
A. Nameplates and Other Identifying Markings Not to be Affixed on Exposed Surfaces:

Manufacturer's name plates and other identifying markings shall not be affixed on exposed surfaces of manufactured items installed in finished spaces.

B. Exception to the Requirement: This requirement does not apply to Underwriters' Laboratories labels where required. Each major component of mechanical and electrical equipment shall have, on a securely attached plate, in a conspicuous location, the manufacturer's name, address, model and serial number, capacity, rating and any other information required by the Mechanical and Electrical Specifications.

1.06 SU BSTITUTIONS
A. The Contractor shall, to the greatest extent possible, provide the materials as specified in these Contract Documents. Where procurement of the material as specified is not possible or the Contractor would like to submit for consideration an alternative, the Contractor shall submit shop drawings in accordance with Section 01 33 00 and shall clearly indicate the product being substituted.
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1.07 PRODUCT DELIVERY AND STORAGE
A. The Contractor shall deliver and store the products, materials and equipment in accordance with manufacturer's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long- term storage of products at the Site and overcrowding of construction spaces. In particular, the Contractor shall ensure coordination to ensure minimum holding or storage times for flammable, hazardous, easily damaged, or sensitive materials to deterioration, theft, and other sources of loss.

1.08 TRANSPORTATION AND HANDLING
A. Products shall be transported by methods to avoid damage and shall be delivered in undamaged condition in manufacturer's unopened containers and packaging.

B. Products may be inspected prior to off-loading. Any materials found damaged shall be rejected and removed from the site.

C. The Contractor shall provide equipment and personnel to handle products, materials, and equipment including those furnished by Goleta Water District, by methods to prevent soiling and damage.

D. The Contractor shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces.

1.09 STORAGE AND PROTECTION
A. Products shall be stored in accordance with the manufacturer's written instructions and with seals and labels intact and legible. Sensitive products shall be stored in weather-tight, climate- controlled enclosures at a temperature.

1. Loos e granular materials shall be stored on solid flat surfaces in a well-drained area and shall be prevented from mixing with foreign matter.

B. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection.

1.10 MAINTENANCE OF PRODUCTS IN STORAGE
A. The Contractor shall comply with manufacturer's product storage requirements and recommendations. The Contractor shall maintain a log of inspections and shall make the log available on request. The Contractor shall periodically inspect products to assure they are undamaged and are maintained under required conditions. The Contractor shall maintain manufacturer-required environmental conditions continuously.

B. The Contractor shall ensure that surfaces of products exposed to the elements are not adversely affected and that weathering of finishes does not occur.

C. For mechanical and electrical equipment, the Contractor shall provide a copy of the manufacturer's service instructions with each item and the exterior of the package shall contain notice that instructions are included.

D. Products shall be serviced on a regularly scheduled basis, and a log of services shall be maintained and submitted as a record document prior to final acceptance. 259
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1.11 PROOF OF COMPLIANCE
A. Manufacturer's Certification of Product Compliance: Whenever the Contract Documents require that a product complies with Federal Specification, ASTM Designation, ANSI Specification or other association standard, the Contractor may be required to present documentation from the manufacturer certifying that the product complies therewith. Where requested or specified, submit supporting test data to substantiate compliance.

PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 64 00

OWNER FURNISHED PRODUCTS
DIVISION 01

1.02 ABBREVIATIONS AND ACRONYMS
A. FFE: Furniture, Fixtures, and Equipment.

B. OFCI: Owner furnished, Contractor installed.

C. OFOI, Owner furnished, Owner installed.

D. Contractor furnished, Contractor installed.

1.03 FURNITURE, FIXTURES AND EQUIPMENT (MATERIALS) OWNER FURNISHED

CONTRACTOR INSTALLED (OFCI)
A. Certain materials identified in the Contract Documents as Owner Furnished Contractor Installed, OFCI, will be delivered to the Project site by the Owner.

B. If designated in the Contract Documents to be Owner furnished Contractor installed, (OFCI), Contractor shall unload, store, uncrate, assemble, install, and connect Owner supplied materials.

C. Contractor shall install OFCI materials in the locations and orientation as indicated in the Contract Documents. Contractor shall verify exact locations with OAR before final installation of OFCI materials.

D. If required, OAR will furnish setting and or placement drawings for OFCI materials.

E. Contractor shall install OFCI materials by proper means and methods to ensure an installation as recommended by the manufacturer. Contractor shall furnish and install all necessary fasteners and required blocking to properly install OFCI materials.

F. C
ontractor shall install OFCI materials with manufacturer-recommended fasteners for the type of construction to which the OFCI materials are being fastened and/or anchored.

G. Contractor shall provide final connections of any electrical, signal, gas, water, waste, venting and/or similar items to OFCI materials. Contractor shall, prior to final connection, verify the operating characteristics of OFCI materials are consistent with the designated supply.

1.04 FURNITURE, FIXTURES AND EQUIPMENT (MATERIALS) - OWNER FURNISHED, OWNER

INSTALLED (OFOI)
A. Certain materials are identified in the Contract Documents as Owner Furnished, Owner Installed (OFOI)
B. On dates and during times designated by Owner, Contractor shall provide clear off-loading, receiving, protected storage, and Owner's dumpster space areas for the use of Owner or Owner's third-party OFOI installation contractors. At such times, Contractor shall also make clear routes and access available to all rooms and spaces to receive OFOI materials.

C. On dates and during times designated by Owner, Contractor shall provide access to the elevators for use of Owner or Owner's third-party OFOI installation contractors.

D. Contractor shall cooperate fully with Owner or Owner's third-party OFOI installation contractors.

E. Contractor may be requested by Owner to provide supplemental labor and equipment to support OFOI activities. Such requests must be submitted in accordance with the change order clauses of the Contract.

F. I mmediately prior to mobilization of Owner or Owner's third-party OFOI installation contractors, Owner shall document the condition of the Work in areas to be utilized for OFOI activities. 261
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PRODUCTS

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G. Contractor shall not be responsible for damage caused by Owner or Owner's forces. Owner shall document the condition of the Work and report to Contractor any damage in areas utilized for OFOI activities.

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Layout of the work.

2. Verification of work.

SECTION 01 71 23

FIELD ENGINEERING
DIVISION 01
a. Owner reserves the right to verify any work that Inspector deems necessary. b. Other sections that require the Surveyor to verify or measure installed work and related items. Surveyor shall perform such verifications or measurements at Contractor's expense. Contractor shall furnish a certification, signed by both Surveyor and Contractor, to the Inspector.

B. Related Requirements:

1. Section 01 11 00 - Summary of Work.

2. Section 01 31 00 - Project Management and Coordination.

3. Section 01 32 00 - Construction Progress Documentation.

4. Section 01 33 00 - Submittal Procedures.

5. Section 01 77 00 - Contract Closeout.

1.02 SURVEY CONTROLS
A. Vertical Control shall use same benchmark used in the preparation of topographic survey. When Work consists of both on-site and off-site and benchmarks differ, an equation shall be indicated on Drawings.

B. Horizontal control for existing structures shall be the property line.

1.03 L

AYOUT OF WORK
A. All work related to staking shall be by a Land Surveyor, or Civil engineer, registered with the State of California to perform land surveying and employed by Contractor.

B. Before commencement of Work, surveyor shall locate all reference points and benchmarks to be used for vertical and horizontal control.

C. Surveyor shall lay out entire Work, set grades, lines, levels, control points, elevations, grids and positions.

D. Contractor shall not use permanent markings in any Work that will be exposed to final view.

1.04 RECORD DOCUMENTS
A. Maintain complete and accurate log of all control and survey documentation as work progresses.

B. Record, by coordinates, all utilities onsite with top of pipe elevations, at major grade and alignment changes, rim, grate or top of curb and flow line elevations of all drainage structures and sewer manholes.

C. Indicate reference and control points on record drawings. The basis of elevation shall be one of the established benchmarks.

D. Upon Substantial Completion, obtain and pay for reproducible plans. Deliver plans to OAR.

Clearly indicate all differences between original drawings and completed work within specified tolerances.

1.05 SUBMITTALS
A. S urveyor: Shall submit name, address and license number to OWNER, including any changes as they occur.
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B. Field notes: Upon request by OAR, submit copies of cut sheets, coordinate plots, data collector printouts, marked-up construction staking plans and other documentation as available to verify accuracy of field engineering work during and at completion of project. Submittals to OWNER must be signed and sealed by Surveyor and counter-signed by Contractor.

C. Statement of Compliance: Contractor shall submit a statement of certification signed and sealed by Surveyor, counter-signed by Contractor indicating compliance with grades and alignment of construction plans at rough grade, fine grade and top of rock stages. Inspector shall approve survey submittals for each stage of construction prior to proceeding with work D. Upon Substantial Completion, Contractor shall obtain and pay for reproducible survey drawings (or “As Built”).

E. Completed record drawings shall be signed and certified as correct and within specified tolerances by a licensed surveyor. Originals and two sets of blueprints shall be submitted to Owner.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION

3.01 PREPARATION
A. Pre-mark areas of excavation in accordance with the requirements of “Dig-Alert”. Request locators 2 days before commencing excavation.

B. Before commencing Work, establish all horizontal and vertical reference points used in Contract Documents according to existing field conditions.

C. P reserve established reference lines and benchmarks.

D. Differentiate UPRR and city datum as applicable.

E. Relocate benchmarks that may interfere with Work.

F. Reset and re-establish reference marks damaged or lost during construction.

3.02 SURVEY REQUIREMENTS GENERAL
A. Establish a minimum of two permanent horizontal and vertical control points on Project site, remote from construction area, referenced to data established by control points.

B. Provide a minimum of two permanent horizontal and vertical control points for the interior of the project and snap gridlines onto floor with non-staining chalk.

C. Indicate reference points, relative to benchmark elevation, on record drawings.

D. Provide grade stakes and elevations to construct over excavation and re-compaction, rough and final grades, paved areas, curbs, gutters, sidewalks, building pads, landscaped areas, and other areas as required.

E. Calculate and layout proposed finished elevations and intermediate controls as required to provide smooth transitions between spot elevations indicated on Drawings.

F. Provide stakes and elevations for grading, fill, and topsoil placement.

G. Provide adequate horizontal and vertical control to locate utility lines, including but not limited to, storm, sewers, water mains, gas, electric and signal and provide vertical control in proportion to the slope of the line as required for accurate construction. Dry utilities will be based upon adequate horizontal and vertical control layout. Prior to trench closure, survey and record invert and flow line elevations. Survey and record top of curb and flow line elevations on finished concrete or asphaltic concrete (AC) surfaces at key locations such as beginning-of- curve (BC), end-of-curve (EC), grade breaks, corners or angle points in sufficient number to demonstrate the Work complies with the intent of the Contract Documents.

H. P rovide horizontal and vertical control for batter boards for drainage, utility, and other on-site structures as required.
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I. Furnish building corner offsets as required to adequately locate building pads. Provide cut and fill stakes within the building pad perimeter adequate to control both over excavation and re- compaction and the final sub-grade elevation of the building pad.

J. Submit a certification signed by the surveyor confirming the elevations and locations of improvements are in conformance with the Contract Documents. The statement shall include survey notes for the finish floor and building pad, showing the actual measured elevations on the completed sub-grade, recorded to the nearest 0.01 of a foot. Building pad tolerance will be plus or minus 0.1 of a foot.

K. Establish a minimum of two permanent horizontal and vertical control points on Project site, remote from building area, referenced to data established by survey control points.

L. Mark boundaries for rights-of-way dedications and easements for utilities prior to making location of buildings and utilities.

M. Layout all lines, elevations and measurements needed for construction or installation of buildings, grading, paving utilities according to the following:

1. Identify site boundary, property lines.

2. Provide working benchmarks.

3. Set stakes for Bottom of Excavated Plane (B.E.P.).

4. Se t gridlines, radii, working points etcetera, for foundation.

5. Set and verify building pad elevations.

6. Set finish floor elevations.

7. Stake location and elevations for exterior ramps and stairs.

8. Set gridlines, radii, working points, etcetera, for all floors of multi-story buildings.

9. Set storm drain and sanitary sewer inverts and other utilities as needed at 5-foot off-set from building lines.

10. For new facilities, establish permanent onsite Benchmark with 2-inch diameter brass disk.

Location of Benchmark to be determined by OWNER.

3.03 SURVEY REQUIREMENTS FOR GRADING
A. Provide grade stakes and elevations as follows:

1. Removal limits (cut lines).

2. Rough grade staking: 60-foot maximum grid plus additional stakes at grade changes and pertinent locations. Flag all grade changes including ridges, flow lines and grade breaks.

3. Fine grade for top of dirt: 30-foot maximum grid plus additional stakes at grade changes and pertinent locations. Flag all grade changes including ridges, flow lines and grade breaks.

4. Verify fine grade for top of rock: 30-foot maximum grid plus additional stakes at grade changes and pertinent locations. Flag all grade changes including ridges, flow lines and grade breaks.

5. F inish grade marks on all buildings, structures and at pertinent locations

6. Finish grades and offsets for all concrete work, utilities, landscape areas, and structures.

7. Offsite improvements: set grades and provide grade sheets as required by local authorities.

B. Provide a minimum of two permanent horizontal and vertical control points onsite, remote from building area, referenced to data established by survey control points. 265
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3.04 SURVEY REQUIREMENTS FOR UTILITIES
A. Locate “wet” utility lines and provide vertical control proportionate to slope of line as required for accurate construction. “Dry” utilities shall have adequate horizontal and vertical control layout supplied by others.

B. Prior to back-filling trench, survey and record invert and flow line elevations. Survey and record top of curb and flow line elevations on finished surfaces at key locations (such as Back of Curbs, grade breaks, corners or angle points) in sufficient number to demonstrate Work complies with intent of Contract Documents.

C. Provide horizontal and vertical control for batter boards for drainage, utility, and other on-site structures as required.

1. Set grades for vaults one inch higher than adjacent surrounding design grades, unless noted otherwise.

D. Leave all trenches open until required inspection is completed.

3.05 SURVEY REQUIREMENTS FOR STRUCTURES
A. Furnish building corner offsets as required to adequately locate building pads. Provide cut and fill stakes within building pad perimeter adequate to control both over excavation and re- compaction and final sub-grade elevation of building pad.

B. Submit a certification signed by a surveyor confirming elevations and locations of improvements are in conformance with Contract Documents. Statement shall include survey notes for finish floor and building pad, showing actual measured elevations on completed sub- grade, recorded to the nearest 0.01 of a foot. Building pad tolerance will be plus or minus 0.1 of a foot.

END OF SE CTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 73 29

CUTTING AND PATCHING
DIVISION 01
A. This Section specifies procedural requirements for cutting and patching.

1.02 RELATED REQUIREMENTS
A. Section 01 29 73 - Schedule of Values.

B. Section 01 31 00 - Project Coordination.

C. Section 01 33 00 - Submittal Procedures.

D. Section 01 71 23 - Field Engineering.

E. Section 01 78 36 - Warranties.

F. Section 02 41 00 - Demolition.

1.03 SUBMITTALS
A. The word “cutting” as used in the Contract Documents includes, but is not limited to, cutting, drilling, chopping, and other similar operations, and the word “patching” includes, but is not limited to, patching, rebuilding, reinforcing, repairing, refurbishing, restoring, replacing, or other similar operations.

B. Cutting and Patching Proposal: Contractor shall submit a proposal describing procedures well in advance of the time cutting and patching will be performed if the Contract Documents require approval of these procedures before proceeding. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required. Denote how it will be performed and indicate why it cannot be avoided.

2. D
escribe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building's appearance or other significant visual elements.

3. List products to be used and firms or entities that will perform this Work.

4. Indicate dates when cutting and patching will be performed.

5. Utilities: List utilities that cutting and patching operations will disturb or affect. List utilities to be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure.

7. Review by Architect prior to proceeding with cutting and patching does not waive Architect right to later require complete removal and replacement of defective Work.

1.04 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

1. Obtain approval from Architect of the cutting and patching proposal before cutting and patching the following structural elements:
a. Foundation construction.
b. B earing and retaining walls.
c. Structural concrete.
d. Structural steel.
e. Structural decking.
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f. Miscellaneous structural metals.
g. Equipment supports.
h. Piping, ductwork, vessels, and equipment.

B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety.

1. Obtain a review of the cutting and patching proposal before cutting and patching the following operating elements or safety-related systems:
a. Primary operational systems and equipment.
b. Air or smoke barriers.
c. Water, moisture, or vapor barriers.
d. Membranes and flashings.
e. Fire protection systems.
f. Control systems.
g. Communication and/or data systems.
h. Conveying systems.
i. Electrical wiring systems.

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the opinion of Architect, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner.

1. If possible, retain the original installer or fabricator to cut and patch the exposed Work listed below. If it is impossible to engage the original installer or fabricator, engage another recognized experienced and specialized firm.
a. Firestopping.
b. Acoustical ceilings.
c. Acoustical panels.
d. Finished wood flooring.
e. HVAC enclosures, cabinets, or covers.
f. Ceramic and quarry tile.
g. Gypsum board.
h. Masonry (exterior and interior where exposed).

1.05 WARRANTY
A. Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing.

PART 2 - PRODUCTS (NOT APPLICABLE) PART
3 - EXECUTION

3.01 INSPECTION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding.

1. Before proceeding, meet at the Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 268
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3.02 PREPARATION
A. Protection: Protect existing improvements and Work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of existing improvements or Work that might be exposed during cutting and patching operations.

B. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Where the Work requires sandblasting of existing surfaces in order to receive new materials secured by cementitious, adhesive or chemical bond, completely remove existing finishes, stains, oil, grease, bitumen, mastic and adhesives or other substances deleterious to the new bonding or fastening of new Work. Utilize wet sand blasting for interior surfaces and for exterior surfaces where necessary to prevent objectionable production of dust.

3.03 PERFORMANCE
A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Carefully remove existing Work to be salvaged and/or reinstalled. Protect and store for reuse into the Work.

B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining Work. Where possible, review proposed procedures with the original installer; comply with the original installer's recommendations.

1. In gen eral, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine, such as a carborundum saw or a diamond-core drill. Saw cut reinforcing bars and paint ends with bituminous paint except where bonded into new concrete or masonry.

4. Comply with requirements of applicable Sections of Divisions 31, 32, and 33 where cutting and patching requires excavating, backfill, and recompaction.

5. Sheet Metal: Remove back to joint, lap, or connection. Secure loose or unfastened ends or edges and seal watertight.

6. Plaster: Cut back to sound plaster on straight lines, and back bevel edges of remaining plaster. Trim existing lath and prepare for new lath.

7. Gypsum Wallboard: Cut back on straight lines to undamaged surfaces with at least two opposite cut edges centered on supports.

8. Tile: Cut back to sound tile and backing on joint lines.

C. P atching: Patch with durable seams that are as invisible as possible. Comply with required tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Verify conditions of existing substrates prior to executing Work.

2. Restore exposed finishes of patched areas and extend finish restoration into retaining adjoining construction in a manner that will eliminate all evidence of patching and refinishing.

3. Concrete: Maintain cut edges in a moist condition for twenty four hours prior to the placement of new concrete. In lieu of this an epoxy adhesive may be provided. Finish placed concrete to match existing unless noted otherwise. Concrete shall have a compressive strength of 3,000 psi where installed to repair and match existing improvements, unless noted otherwise.
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4. Metal Fabrications: Items to remain exposed shall have their edges cut and ground smooth and rounded.

5. Gypsum Wallboard: Fasten cut edges of wallboard. Install patches with at least two opposite edges centered on supports and secure at 6-inch centers. Tape and finish joints and fastener heads. Patching shall be non-apparent when painted or finished.

6. Acoustical Ceilings: Comply with the requirements for new Work specified in related sections of the Contract Documents.

7. Painting: Prepare areas to be patched, patch and paint as specified under related sections of the Contract Documents.

3.04 CLEANING
A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged coverings to their original condition.

END OF SECTION
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DIVISION 01

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: administrative and procedural requirements for the following:

1. Salvaging nonhazardous construction and demolition waste.

2. Recycling nonhazardous construction and demolition waste.

3. Disposing of nonhazardous construction and demolition waste.

1.02 DEFINITIONS
A. Alternative daily cover: Cover material other than earthen material placed on the surface of the active face of a municipal solid waste landfill at the end of each operating day to control vectors, fires, odors, blowing litter, and scavenging.

B. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

C. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations
D. 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.

E. Extended Producer Responsibility: Closed-loop program, also known as product take-back, are measures undertaken by a producer to accept its own and sometimes other manufacturers' products as post-consumer waste at the end of the product's useful life to recover and recycle the materials for use in new products of the same type.

F. Mat erial Stream: A material flow coming from a jobsite into markets for building materials including a specific material category that is diverted in a specific way or a mixture of several material categories that are diverted in a specific way.

G. On-site Waste Diversion: On site reuse including crushing asphalt, concrete, and masonry for infill or aggregate.

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

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

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

1.03 PERFORMANCE REQUIREMENTS
A. Contractor shall follow City of Goleta Municipal Code Chapter 8.10 Article IV Mandatory Recycling of Construction and Demolition Waste.

B. Develop a waste management plan that results in end-of-Project rates for salvage/recycling of at least 65% by weight (minimum allowable) of total nonhazardous construction and demolition waste generated by the Work. Higher diversion rates (such as 75%) are encouraged where feasible, with a minimum of four separate diverted material streams if practicable. Compliance shall be demonstrated in accordance with CALGreen Section 5.408 and City of Goleta Municipal Code Section 8.10.

1.04 S UBMITTALS
A. General: Develop a Waste Management Plan (WMP) according to requirements in this Section. 271
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B. Contractor shall submit a completed WMP that indicates all of the following:

1. The estimated volume or weight of project construction and demolition debris, by materials type, to be generated;

2. The maximum volume or weight of such materials that can feasibly be diverted via reuse or recycling;

3. The vendor and facility that the applicant proposes to use to collect and receive recyclable material; and

4. The estimated volume or weight of construction and demolition debris that will be taken to a landfill.

C. Informational Submittals: Waste Reduction Progress Reports

1. Concurrent with each Application for Payment, submit report. Include the following information, through the submission of waste hauling tickets, recycling receipts, or other forms of documentation:
a. Material category.
b. Total quantity of waste in tons.
c. Quantity of waste salvaged, in tons.
d. Quantity of waste recycled, in tons.

2. Quantity of waste diverted on site, in tons.
a. Total quantity of waste diverted (salvaged, recycled, and on-site diversion) in tons. b. Total quantity of waste diverted salvaged, recycled, and on-site diversion) as a percentage of total waste.
c. Loc ation and name of facilities, organizations or landfills receiving waste. d. For commingled materials, provide the annual reporting rate for that facility. To count toward the corresponding credit (MR Credit Construction and Demolition Waste Management), commingled recycling facilities must be able to provide diversion rates either specific to the project, or an average diversion rate for the facility that is regulated by the local or state authority. The average recycling rate for the facility must exclude alternative daily cover (ADC).
e. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Post-Construction Waste Reduction & Recycling Summary Report

1. Within 30 days after completion of the demolition phase, and again within 30 days after completion of the construction phase, Contractor shall submit documentation demonstrating compliance with Sections 8.10.600 and 8.10.620 of the Goleta Municipal Code. Submittal is a condition of final inspection, issuance of a certificate of occupancy, or other final project approval.

2. Documentation shall include a final Waste Management Plan (WMP) showing actual tonnage of all construction and demolition waste, supported by original receipts, certified copies of weight tickets, and other records from recycling companies, deconstruction contractors, and landfill/disposal facilities. These records shall verify whether waste was recycled, reused, salvaged, or disposed.

3. Al l construction and demolition waste shall be weighed to the maximum extent practical, in accordance with applicable regulatory standards for scale accuracy and maintenance.

Where weighing is not feasible, use volumetric measurement. Convert volume to weight using standardized conversion factors approved by the City. 272
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1.05 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION

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

B. Comply with operation, termination, and removal requirements in Section 01 50 00 "Temporary Facilities and Controls."

3.02 TRAINING:

A. Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

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

C. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal.

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

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall be shared equally by Owner and Contractor.

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

D. P rocedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project Site to the maximum extent practical according to approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project Site. Include list of acceptable and unacceptable materials at each container and bin.

2. Inspect containers and bins for contamination and remove contaminated materials if found.

3. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

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

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

6. Remove recyclable waste from Owner's property and transport to recycling receiver or processor.

3.04 RECYCLING CONSTRUCTION WASTE, BEST PRACTICES
A. Packaging:

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

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

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

B. Commingled Waste Recycling:

1. If utilizing a commingled waste strategy, the General Contractor shall select a facility that meets one of the following:
a. Facility has an average diversion rate and is regulated by the local or state authority and must exclude alternative daily cover (ADC). This system must be a closed system; shipping waste to another municipality to manage, thus burdening another system, does not count as diverting the waste.
b. The waste-sorting facility shall provide a waste diversion percentage specific to the project's waste based on measurement of each component waste material. Visual inspection is not an acceptable method of evaluation for documenting this percentage.

C. Source Separated Waste Recycling:

1. If utilizing a source separation waste strategy, the Construction Waste Management Plan shall include a list of anticipated types and quantities of waste materials generated from the Project Site and proposed siting locations (including map) for waste/recycling containers.

The plan shall identify materials to be recycled, re-used or salvaged. It shall include efforts at source reduction, material handling procedures and collection of weight and hauling destination information.

2. S ource Reduction: List processes that minimize waste such as working with suppliers to take back or buy back substandard, rejected or unused items and to deliver supplies using returnable pallets and containers. Also include procedures to minimize breakage, mishandling, contamination, and other factors that reduce job site waste.

3. Material Handling Procedures: List means by which source separated waste materials will be protected from contamination, and the means for recycling them consistent with requirements for acceptance by designated facilities

4. Implement recycling program that includes separate collection of waste materials of following types as applicable to Project:
a. Asphalt.
b. Land clearing debris.
c. Soil.
d. Trees and shrubs.
e. Concrete and concrete blocks.
f. Brick and masonry materials.
g. Wood.
h. Cardboard and paper packaging materials.
i. Plastics.
j. Ferrous metal.
k. Non-ferrous metals (e.g. copper, aluminum, etc.).
l. Glass.
m. Food and beverage containers.
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n. Electrical fixtures and wires.
o. Other (where applicable)
D. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location.

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

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

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

B. Burning: Do not burn waste materials.

C. Disposal: Remove waste materials from Owner's property and legally dispose of them.

3.06 FORMS
A. Construction Waste Management (CWM) Plan Form
B. Post-Construction Waste Reduction & Recycling Summary Report C. CWM Worksheet – complete and submit with monthly progress reports.

D. CWM Acknowledgment – each subcontractor foreman shall sign and return prior to starting work on site.
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CONSTRUCTION WASTE MANAGEMENT (CWM) PLAN
NOTE: THIS SAMPLE FORM MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.

PROJECT NAME:

JOB #:

PROJECT MANAGER:

WASTE HAULING COMPANY:

CONTACT NAME:

1. All subcontractors shall comply with the project's construction waste management plan.

2. All subcontractor foremen shall sign the cwm plan acknowledgment sheet.

3. Subcontractors who fail to comply with the waste management plan will be subject to backcharges or withholding of payment, as deemed appropriate. For instance, subcontractors who contaminate debris boxes that have been designated for a single material type will be subject to backcharge or withheld payment, as deemed appropriate.

4. The project's overall rate of waste diversion will be %.

5. This project shall generate the least amount of waste possible by planning and ordering carefully, following all proper storage and handling procedures to reduce broken and damaged materials and reusing materials whenever possible. The majority of the waste that is generated on this jobsite will be diverted from the landfill and recycled for other use.

6. Spreadsheet 1, enclosed, identifies the waste materials that will be generated on this project, the diversion strategy for each waste type and the anticipated diversion rate.

7. Waste prevention and recycling activities will be discussed at the beginning of weekly subcontractor meetings. As each new subcontractor comes on-site, the wmp coordinator will present him/her with a copy of the cwm plan and provide a tour of the jobsite to identify materials to be salvaged and the procedures for handling jobsite debris. All subcontractor foremen will acknowledge in writing that they have read and will abide by the cwm plan. Subcontractor acknowledgment sheet enclosed. The cwm plan will be posted at the jobsite trailer.

8. Salvage: excess materials that cannot be used in the project, nor returned to the vendor, will be offered to site workers, the owner, or donated to charity if feasible.

9. [ hauling company] will provide a commingled drop box at the jobsite for most of the construction waste. These commingled drop boxes will be taken to [sorting facility name and location]. The average diversion rate for commingled waste will be %. As site conditions permit, additional drop boxes will be used for particular phases of construction (e.g., concrete and wood waste) to ensure the highest waste diversion rate possible.

10. In the event that the waste diversion rate achievable via the strategy described in (6) above, is projected to be lower than what is required, then a strategy of source-separated waste diversion and/or waste stream reduction will be implemented. Source separated waste refers to jobsite waste that is not commingled but is instead allocated to a debris box designated for a single material type, such as clean wood or metal.
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Notes:

Waste stream reduction refers to efforts taken by the builder to reduce the amount of waste generated by the project to below four (4) pounds per square foot of building area.

When using waste stream reduction measures, the gross weight of the product is subtracted from a base weight of four (4) pounds per square foot of building area. This reduction is considered additional diversion and can be used in the waste reduction percentage calculations.

[hauling company] will track and calculate the quantity (in tons) of all waste leaving the project and calculate the waste diversion rate for the project. [hauling company] will provide project manager with an updated monthly report on gross weight hauled and the waste diversion rate being achieved on the project. [hauling company's] monthly report will track separately the gross weights and diversion rates for commingled debris and for each source-separated waste stream leaving the project. In the event that [hauling company] does not service any or all of the debris boxes on the project, the [hauling company] will work with the responsible parties to track the material type and weight (in tons) in such debris boxes in order to determine waste diversion rates for these materials.

In t
he event that subcontractors furnish their own debris boxes as part of their scope of work, such subcontractors shall not be excluded from complying with the cwm plan and will provide [hauling company] weight and waste diversion data for their debris boxes.

In the event that site use constraints (such as limited space) restrict the number of debris boxes that can be used for collection of designated waste the project superintendent will, as deemed appropriate, allocate specific areas onsite where individual material types are to be consolidated.

These collection points are not to be contaminated with non-designated waste types.

Debris from jobsite office and meeting rooms will be collected by [disposal service company]. [disposal service company] will, at a minimum, recycle office paper, plastic, metal and cardboard. 277
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CONSTRUCTION WASTE MANAGEMENT (CWM) WORKSHEET
NOTE: THIS SAMPLE FORM MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.

PROJECT NAME:

JOB NUMBER:

PROJECT MANAGER:

WASTE HAULING COMPANY:

CONSTRUCTION WASTE MANAGEMENT (CWM) PLAN

WASTE MATERIAL TYPE
DIVERSION METHOD:

PROJECTED DIVERSION RATE COMMINGLED AND

SORTED OFF SITE
SOURCE

SEPARATED

ON SITE

ASPHALT

CONCRETE

SHOTCRETE
METALS
WOOD

RIGID INSULATION

FIBERGLASS

INSULATION

ACOUSTIC CEILING TILE

GYPSUM DRYWALL

CARPET/CARPET PAD

PLASTIC PIPE

PLASTIC BUCKETS

PLASTIC

HARDIPLANK SIDING

AND BOARDS

GLASS

CARDBOARD

PALLETS

JOB OFFICE TRASH,

PAPER, GLASS &

PLASTIC BOTTLES,

CANS, PLASTIC

ALKALINE AND

RECHARGEABLE

BATTERIES, TONER

CARTRIDGES, AND

ELECTRONIC DEVICES

OTHER:

OTHER:
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PROJECT NAME:

JOB NUMBER:

PROJECT MANAGER:

WASTE HAULING COMPANY:

CONSTRUCTION WASTE MANAGEMENT (CWM) PLAN

WASTE MATERIAL TYPE
DIVERSION METHOD:

PROJECTED DIVERSION RATE COMMINGLED AND

SORTED OFF SITE
SOURCE

SEPARATED

ON SITE
OTHER:

OTHER:
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CONSTRUCTION WASTE MANAGEMENT (CWM) ACKNOWLEDGMENT
NOTE: THIS SAMPLE FORM MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.

PROJECT NAME:

JOB NUMBER:

PROJECT MANAGER:

WASTE HAULING COMPANY:

CWM PLAN ACKNOWLEDGMENT

THE FOREMAN FOR EACH NEW SUBCONTRACTOR THAT COMES ON SITE IS TO RECEIVE A

COPY OF THE CONSTRUCTION WASTE MANAGEMENT PLAN AND COMPLETE THIS ACKNOWLEDGMENT FORM.

I HAVE READ THE WASTE MANAGEMENT PLAN FOR THE PROJECT; I UNDERSTAND THE GOALS OF THIS PLAN AND AGREE TO FOLLOW THE PROCEDURES DESCRIBED IN THIS PLAN.

DATE SUBCONTRACTOR

COMPANY NAME FOREMAN NAME SIGNATURE

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 77 00

CONTRACT CLOSEOUT
DIVISION 01
A. This Section includes administrative and procedural requirements for Contract Closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project record documents submittal.

3. Operation and maintenance manual submittal.

4. Owner orientation and instruction.

5. Final cleaning.

1.02 RELATED REQUIREMENTS
A. Section 01 33 00 - Submittal Procedures.

B. Section 01 50 00 – Temporary Facilities and Controls.

C. Section 01 78 36 - Warranties.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 SUBSTANTIAL COMPLETION
A. Inspection Procedures: On receipt of the Request for Certificate of Substantial Completion, OAR will authorize commencement of inspection. Inspector, OAR, Contractor and Architect will inspect the Work.

1. If after inspection of the Work, OAR does not consider the Work substantially complete, OAR will notify Contractor.

2. If after inspection, OAR considers the Work substantially complete, Inspector shall prepare a comprehensive Punch List of items to be corrected.
a. I
nspector may repeat inspection to assure the Work is corrected. b. Results of the completed inspection will form a partial basis of the requirements for Release of Retention.

3.02 ADMINISTRATIVE CLOSEOUT
A. Re-inspection Procedures: Inspector, OAR, Contractor and Architect may inspect the Work upon notice, including final inspection of Punch List items from earlier inspections, has been corrected, except for items whose completion is delayed under circumstances acceptable to OAR.

1. Owner has the right to preclude Contractor from Punch List correction and documents submittals after the Contract Completion date; unless Owner elects to authorize Contractor to extend Administrative Contract duration. Contractor will be assessed actual cost for the unsettled items. Withholds amounts exceeding actual costs to correct or to obtain deliverable will be released.

2. If allowed by the OAR, re-inspection will be repeated, but may be assessed against Contractor if Owner is subject to additional professional service and/or additional costs of inspection.
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3.03 PROJECT RECORD DOCUMENT SUBMITTAL
A. General: Do not use project record documents for construction purposes. Protect record documents from deterioration and loss. Provide access to record documents for Architect, Inspector and OAR reference during normal working hours. Project record document shall be updated on a weekly basis. Prior to submitting each application for payment, secure Inspector and Architect approval of project record documents.

B. Record Drawings: Maintain a clean, undamaged set of prints of Drawings and Shop Drawings.

Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark the drawing that is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Drawings. Provide detailed and accurate field dimensions for concealed elements that would be difficult to measure and record at a later date.

1. Mark record sets with red erasable pencil or red linework if marking digitally. Use other colors to distinguish between variations in separate categories of the Work. Date and number entries in the same format as submitted. Call attention to entry by a “cloud” around the affected areas.

2. Mar k new information important to Owner but was not shown on Drawings or Shop Drawings.

3. Utility location and depth below finished grade and above ceilings and attic spaces shall be fully dimensioned and indicated on record drawings. Dimensions shall be measured from building lines or permanent landmarks and shall be triangulated to those features.

4. Note related Change Order or Construction Directive numbers where applicable. Request for Clarification (RFC) submissions shall be referenced on each affected sheet, Drawing and Shop Drawing.

5. Organize record drawing sheets into manageable sets. Bind sets with durable-paper cover sheets; print suitable titles, dates, and other identification on the cover of each set.

6. Prior to Contract Completion of the Work, submit final project record drawings in both native CAD/BIM format and PDF. Files shall be clearly labeled ‘As-Built Drawings,' dated, and signed by the Contractor. Provide one electronic copy on secure media (cloud delivery, flash drive, or as directed) and one printed record set on bond paper. Digital record drawings shall include all revisions, field changes, and approved modifications.

C. Record Specifications: Maintain two complete copies of the Specifications, including Addenda.

Include with the Specifications two copies of other written Contract Documents, such as Change Orders or Construction Directives issued during construction.

1. Mar k these record documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications.

2. Give particular attention to substitutions and selection of options and information on concealed Work that cannot otherwise be readily discerned later by direct observation.

3. Note related record document information with Product Data.

4. Prior to Contract Completion of the work, submit record Specifications to Architect for Owner records in format approved by Owner.

D. Record Product Data: Maintain two copies of each Product Data submittal. Note related Change Orders and Construction Directives and mark-up of record drawings and Specifications.

1. Mark these documents to illustrate significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the Project site and from the manufacturer's installation instructions and recommendations. 282
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2. Provide detailed and accurate information regarding concealed products and portions of Work that cannot otherwise be readily discerned later by direct observation.

3. Prior to Contract Completion, submit complete set of record Product Data to Architect for Owner records in format approved by Owner.

E. Record Samples: Immediately prior to Substantial Completion, Contractor shall meet with Architect and OAR at the Project site to determine which Samples are to be transmitted to Owner for record purposes. Comply with OAR instructions regarding delivery to Owner storage area.

F. Miscellaneous Records: Refer to other Specification sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of the Work. Prior to the date of Contract Completion, complete and compile miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to Architect for Owner records in format approved by Owner.

G. Maintenance Manuals: Prior to Substantial Completion, organize operation and maintenance data into suitable two printed sets of manageable size and one searchable electronic PDF. Bind properly indexed data in individual, heavy-duty, two to three-inch 3-ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Submit to Architect for Owner records. Include the following types of information.

1. E mergency instructions.

2. Spare parts list.

3. Copies of warranties.

4. Wiring diagrams.

5. Recommended “turn-around” cycles.

6. Inspection procedures.

7. Shop Drawings and Product Data.

8. Fixture lamping schedule.

3.04 OPERATION AND MAINTENANCE:

A. Operation and Maintenance Instructions: Prior to Substantial Completion, arrange for each installer of equipment that requires regular operation and maintenance to meet with designated Owner personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items:

1. Maintenance manuals.

2. Spare parts and materials.

3. Tools.

4. Lubricants.

5. Fuels.

6. Identification systems.

7. Control sequences.

8. Hazards.

9. Cleaning.

10. Warranties and bonds.

11. Maintenance agreements and similar continuing commitments.

B. As part of the instruction for operating equipment, demonstrate the following procedures:

1. Start-up.

2. Shutdown.
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3. Emergency operations.

4. Noise and vibration adjustments.

5. Safety procedures.

6. Economy and efficiency adjustments.

7. Effective energy utilization.

C. If applicable, Notice of Termination: Contractor shall submit a Notice of Termination (NOT) to the local Regional Water Quality Control Board, RWQCB. Provide a copy of NOT to OAR.

3.05 FINAL CLEANING
A. General: Related sections of the Contract Documents specify general cleaning during performance of the Work. General cleaning is included in 01 50 00 - Temporary Facilities and Controls.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions.

1. Complete the following cleaning operations before requesting inspection for a certificate of Substantial Completion.
a. Remove labels that are not permanent labels.
b. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other substances that are noticeable, vision- obscuring materials. Replace chipped or broken glass and other damaged transparent materials.
c. Clean exposed exterior and interior hard-surfaced finished to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. d. Wi pe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.
e. Clean the Project site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas, broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even-textured surface.

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 78 36

WARRANTIES
DIVISION 01
A. This Section includes administrative and procedural requirements for warranties, including manufacturers' and installers' standard warranties on products and special product warranties.

1. Refer to the General Conditions for the terms of the guarantee period for the Work.

B. For Owner-furnished, Contractor-installed material or equipment, Contractor shall be treated as Contractor-furnished and installed until it is determined to the satisfaction of all parties the defect(s) at issue are wholly due to the manufacturer and are not attributable in whole or in part to the Contractor's handling or installation after taking possession of the material or equipment in question.

1.02 RELATED REQUIREMENTS
A. Section 01 60 00 - Products, Materials, Equipment, and Substitutions.

B. Section 01 73 29 - Cutting and Patching.

C. Section 01 77 00 - Contract Closeout.

1.03 SUBMITTALS
A. Submit written preliminary warranties prior to Substantial Completion and final warranties prior to Contract Completion. If the certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, submit written warranties as set forth in the certificate of Substantial Completion.

1. Wh
en a designated portion of the Work is partially used and/or occupied by Owner, submit properly executed warranties to Architect within fifteen days of the Partial Use or Occupancy of the designated portion of the Work.

B. When the Contract Documents require Contractor, or Contractor and a Subcontractor, installer, supplier or manufacturer to execute a special warranty, prepare a written document containing appropriate terms and identification, ready for execution by the required parties. Submit a draft to OAR, through the Architect, for approval prior to final execution.

1. Refer to Divisions 02 through 49 for specific content requirements and particular requirements for submitting special warranties.

C. Form of Submittal: Prior to Contract Completion, compile two copies of each required final warranty properly executed by Contractor, or by Contractor and Subcontractor, installer, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the Specifications. The documents shall also be provided as a digital PDF file.

D. Bind warranties and bonds in heavy-duty, commercial-quality, durable three-ring, vinyl-covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8½ by 11 paper.

1. Provide heavy paper dividers with celluloid-covered tabs for each separate warranty. Mar k the tab to identify the item or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the installer.

2. Identify each binder on the front and spine with the typed or printed title “WARRANTIES,” Project title and/or name, and name of Contractor.

3. When warranted work requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. 285
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SECTION 01 78 36
WARRANTIES DIVISION 01

PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION

3.01 WARRANTY REQUIREMENTS
A. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties shall not relieve Contractor of the warranty of the Work incorporating such materials, products, and equipment. Manufacturer's disclaimers and limitations on warranties do not relieve suppliers, manufacturers, installers, and Subcontractors of the requirement to countersign special warranties with the Contractor.

B. Standard warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to Owner.

C. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for Owner.

D. Related Damages and Losses: When correcting failed or defective warranted Work, remove and replace Work that has been damaged as a result of such failure or which must be removed and replaced to provide access for correction of warranted Work.

E. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement with the reinstated warranty equal to the original warranty.

F. R eplacement Cost: Upon determination the Work covered by a warranty has failed and/or is defective, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether Owner has benefited from use of the Work through a portion of its anticipated useful service life.

G. Owner Recourse: Expressed warranties made to Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law.

Expressed warranty periods shall not be interpreted as limitations on the time in which Owner can enforce such other duties, obligations, rights, or remedies.

H. Rejection of Warranties: OAR reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents.

I. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, OAR reserves the right to refuse to accept the Work until Contractor presents evidence the entities required to countersign such commitments have done so.

END OF SECTION
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REQUIREMENTS DIVISION 01
100% CD - IFB 01 81 13-7

PART 1 – GENERAL

1.1 SUMMARY

A. General: Provide Sustainable Design in accordance with requirements of the Contract Documents.

1.2 REFERENCES

A. General: Comply with the applicable provisions of the referenced standards except as modified by governing codes and the Contract Documents. Where a recommendation or suggestion occurs in the referenced standards, such recommendation or suggestion shall be considered mandatory. In the event of conflict between referenced standards, this specification or within themselves, the more stringent standard or requirement shall govern.

1. City of Goleta Green Building Program

2. American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE)

3. American Society of Mechanical Engineers (ASME)

4. Environmental Protection Agency (EPA)

5. Forest Stewardship Council (FSC)

6. Illuminating Engineering Society of North America (IESNA)

7. Sheet Metal and Air Conditioning National Contractor Association (SMACNA)

1.3 PERFORMANCE REQUIREMENTS

A. In addition to the performance requirements below, provide additional Sustainable Design Performance Requirements as specified in individual Division 02-49 Technical Sections.

B. S
ite Location

C. Plumbing

D. Insulation

1. Provide formaldehyde-free, recycled content insulation with a minimum 25% recycled content for insulation specified in Section 07 23 00 “Building Insulation”.

E. Energy Efficiency and Renewable Energy

F. Indoor Air Quality

1. Provide no-VOC paints on interior applications (less than or equal to 5 g/l) as specified in Section 09 91 00 “Painting”.

2. Provide low-VOC sealants and adhesives (less than or equal to 50 g/l) as specified 287
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in Section 07 92 00 “Joint Sealants”, Section 09 21 17 “Gypsum Board Systems”, Section 09 65 00 “Resilient Flooring”, and Section 09 68 00 “Carpeting”.

3. For counters and cabinets specified in Section 06 40 00 “Architectural Woodwork”, provide composite wood products containing no-added urea formaldehyde.

4. Provide high efficiency HVAC filters as specified in Division 23 mechanical specification sections.

5. Create construction IAQ plan compliant with CalGreen and submit for Architect's information. Keep a printed copy posted on the jobsite.

G. Roofing

1. Provide recycled-content roofing materials as specified in Section 07 54 00 “Thermoplastic Membrane Roofing”.

2. Provide Energy Star or Cool Roof system as specified in Section 07 54 00 “Thermoplastic Membrane Roofing”.

3. Provide durable roof system with long-term warranty or demonstrated long-term durability (15 year warranty) as specified in Section 07 54 00 “Thermoplastic Membrane Roofing”.

H. Interior Finishes

I. Construction Methods

1. Divert a minimum of 80% of construction and demolition waste from landfills in accordance with Department of Public Works standards.

2. Labe
l storm drains in the public right-of-way adjacent to the project site in accordance with Department of Public Works standards.

3. Provide a conduit from the roof to the electrical room to accommodate future photovoltaic system installation (as designed).

4. Provide a Construction Storm Water Management Plan.

5. Provide a Construction Air Quality Management Plan, that at a minimum, protects ducts during construction and changes filters and vacuum ducts prior to occupancy.

6. Provide infiltration, biofiltration, or equivalent flow reduction treatment BMP for the runoff resulting from either the first 0.75 inches of rainfall or the runoff resulting from a continuous rainfall event of 0.2 inches per hour.

7. Comply with applicable requirements of Chapter 10.16 on Transportation Demand Management of the Municipal Code.

1.4 SUBMITTALS

A. In addition to the submittals below, provide additional Sustainable Design Submittals as specified in individual Division 02-49 Technical Sections. 288
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B. Site Location Submittals: Submit for Architect's information.

1. Product Data: Cut Sheet or written affidavit from the manufacturer indicating the recycled content of mulch or other landscape products.

C. Structural Frame Submittals: Submit for Architect's information.

1. Product Data: Cut Sheet(s) for engineered lumber or steel materials used for structural frame.

D. Energy Efficiency + Renewable Energy Submittals: Submit for Architect's information.

1. Certificates: From manufacturer(s) of appliances, lighting fixtures, timers, and photo sensors indicating compliance with Energy Star programs.

E. Roofing Submittals: Submit for Architect's information.

1. Roof Warranty

F. Interior Finish Submittals: Submit for Architect's information.

1. Certificate(s): FSC Certification for interior wood flooring and cabinetry materials.

G. Waste Management Submittals: Submit for Architect's information.

1. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit Waste Reduction Progress Reports. Include separate reports for demolition and construction waste. Include the following information:
a. Material category.

b. Generation point of waste.

c. Total quantity of waste in tons.

d. Quantity of waste salvaged, both estimated and actual in tons.

e. Q
uantity of waste recycled, both estimated and actual in tons.

f. Total quantity of waste recovered (salvaged plus recycled) in tons.

g. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

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

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

5. 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.

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

7. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered.

H. Construction Air Quality Management Plan: Submit for Architect's information.

1. Management Plan: Not more than 60 days after award of Contract, prepare and submit a Management Plan including, but not limited to, the following:
a. Procedures for control of emissions during construction.

1) Identify schedule for application of interior finishes.

b. Procedures for moisture control during construction.

1) I dentify porous materials and absorptive materials.

c. Identify schedule for inspection of stored and installed absorptive materials.
d. Revise and resubmit Plan as required by Owner.

1) Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.
e. Final Construction Air Quality Report: After completion of Construction and prior to substantial completion submit a "Final Construction Air Quality Report" for flushout and testing.

2. Product Data

a. Submit product data for filtration media used during construction and during operation. Include Minimum Efficiency Reporting Value (MERV). b. Submit air pressure difference maps for each mode of operation of HVAC. 290
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c. Material Safety Data Sheets: Submit MSDSs for inclusion in Operation and Maintenance Manual for the following products:
1) Adhesives.

2) Floor and wall patching/leveling materials.

3) Sealants.

4) Insulating materials.

5) Fireproofing and firestopping.

6) Carpet.

7) Paint, coatings and sealers.

8) Clear finish for wood surfaces.

9) Lubricants.

10) Cleaning products.

3. Inspection and Test Reports: Submit for Sustainable Design Consultant's Information
a. Moisture control inspections.

b. Moisture content testing.

c. Moisture penetration testing.

d. Microbial Growth testing.

e. Replacement Filter Type Submittals: Submit for Architect's Information:

Submit filter replacement plan and confirmation of filter replacements in the form of Contractor maintenance logs detailing that filters were replaced during post-construction, and pre-occupancy.

I. Green Features/Benefits Manual: Provide Owner with a Green Features/Benefits manual.

1.5 QUALITY CONTROL

A. Contractor's Quality Control Responsibilities: Contractor is solely responsible for quality control of the Work.

B. Contractor's Sustainable Design Representative: Designate a Representative of the Contractor's team who shall oversee the environmental goals for the project, shall instruct workers concerning these goals, and shall be present on site when Work is in progress. 291
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C. Sustainable Design Meetings: Schedule and conduct sustainable design meetings monthly, in addition to those outlined in Section 01 31 00 “Project Management and Coordination”. Meeting attendees shall include at least the following: Owner's Representative, Architect, Contractor's Project Manager, Contractor's Sustainable Design Representative, and Sub-Contractor Representatives as appropriate to stage Work.

Discuss Sustainable Design initiatives at Pre-bid, Pre-construction, and regular job site meetings.

D. Sustainable Design Training Program: Provide environmental training for workers performing Work on the Project site. Training shall include the following:

1. Overview of environmental issues related to the building industry.

2. Specific sustainable design requirements for this project.

E. Regulatory Requirements: Comply with applicable requirements of laws, codes, ordinances and regulations of Federal, State and Municipal authorities having jurisdiction.

Obtain necessary approvals from authorities having jurisdiction.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION
292

TECHNICAL SPECIFICATION

GOLETA CITY HALL

HVAC REPLACEMENT PROJECT
130 Cremona Drive, Goleta, CA 93117

PROJECT NUMBER: 9137b
BID NUMBER: 2026-006
DATE: MAY 21, 2026
BID OPENING DATE: JULY 02, 2026 @ 2:00pm

CITY OF GOLETA

GENERAL SERVICES DEPARTMENT
130 CREMONA DRIVE
GOLETA, CALIFORNIA 93117

PREPARED BY:

CITY OF GOLETA & RRM DESIGN GROUP

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Job Name: Goleta City Hall HVAC Replacement
Project Number: 9137b Section 00 01 07

Cameron Wire, Architect
RRM Design Group
3765 South Higuera Street, Suite 102
San Luis Obispo, CA 93401
(805) 543-1794
Brian Starrett, ME
3C Engineering
1500 Palm Street
San Luis Obispo, CA 93401
(805) 540-5358
Jeffrey Thoma, EE
Thoma Electric, Inc.

P.O. Box 1167
San Luis Obispo, CA 93406
(805) 543-3850

GOLETA CITY HALL HVAC REPLACEMENT PROJECT
ARCHITECT’S PROJECT NUMBER: 1806-03-PS24

DATE: MAY 21, 2026
OWNER: CITY OF GOLETA
130 CREMONA DRIVE
GOLETA, CA 93117

ARCHITECT AND CONSULTING ENGINEERS:

Michael Doremus, SE, PE, LEED AP
RRM Design Group
3765 South Higuera Street, Suite 102
San Luis Obispo, CA 93401
(805) 543-1794
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Job Name: Goleta City Hall HVAC Replacement
Project Number: 9137b Section 00 01 07

BACK OF SIGNATURE PAGE
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Section 02 41 19
Selective Structure Demolition

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of building elements for alterations purposes.

1.02 RELATED SECTIONS

A. Section 01 50 00 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

B. Section 01 73 29 - Cutting and Patching

1.03 REFERENCES

A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2004.

1.04 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures
B. Site Plan: Showing:

1. Areas for temporary construction and field offices.

C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

PART 2 PRODUCTS – NOT IN USE

PART 3 EXECUTION

3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Comply with applicable requirements of NFPA 241.

3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.
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4. Provide, erect, and maintain temporary barriers and security devices.

5. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

6. Do not close or obstruct roadways or sidewalks without permit.

7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from City.

C. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

D. If hazardous materials are discovered during removal operations, stop work and notify Architect and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

3.02 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as shown.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions.

B. Separate areas in which demolition is being conducted from other areas that are still occupied.

1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section 01 50 00 in locations indicated on drawings.

C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

D. Remove existing work as indicated and as required to accomplish new work.

1. R
emove items indicated on drawings.

2. If rotted wood, corroded metals, or deteriorated masonry or concrete are uncovered in the work not indicated to be removed, notify Architect and City.

E. Services (Including but not limited to HVAC and Electrical): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal. 297
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4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

F. Protect existing work to remain.

1. Perform cutting to accomplish removals neatly and as specified for cutting new work.

2. Repair adjacent construction and finishes damaged during removal work.

3. Patch as specified for patching new work.

3.03 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Remove from site all materials not to be reused on site; comply with requirements of Section 01 74 19 - Waste Management.

C. Leave site in clean condition, ready for subsequent work.

END OF SECTION 02 41 19
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Section 06 10 00
Rough Carpentry

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Structural dimension lumber framing.

B. Nonstructural dimension lumber framing.

C. Rough opening framing for doors, windows, and roof openings.

D. Sheathing.

E. Roofing nailers.

F. Preservative treated wood materials.

G. Miscellaneous framing and sheathing.

H. Concealed wood blocking, nailers, and supports.

I. Miscellaneous wood nailers, furring, and grounds.

J. Wall sheathing
K. Roof sheathing

1.02 RELATED REQUIREMENTS

A. Section 06 18 00 - Glued-Laminated Construction.

1.03 REFERENCE STANDARDS

A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2023.

B. AWC (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; 2018, with Errata (2019).

C. AWPA U1 - Use Category System: User Specification for Treated Wood; 2022.

D. PS 1 - Structural Plywood; 2023.

E. PS 1-19 - PS 1-19; Dec 2019.
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F. PS 2 - Performance Standard for Wood Structural Panels; 2018.

G. PS 20 - American Softwood Lumber Standard; 2021.

1.04 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures for submittal procedures.

B. Structural Composite Lumber: Submit manufacturer's published structural data including span tables, marked to indicate which sizes and grades are being used; if structural composite lumber is being substituted for dimension lumber or timbers, submit grading agency structural tables marked for comparison.

C. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified requirements.

D. Sustainable Forest Certification: A voluntary third -party certification in conformance with Scientific Certification System (SCS) that timber harvested meets forest management and ecological standards that comply with project goals. Forest Stewardship Council and Smartwood are accepted certifications.

1.05 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 1-19 and requirements of specified grading agencies.

1. Species: Douglas Fir-Larch, unless otherwise indicated.

2. Grading Agency: Grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee at www.alsc.org, and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S- dry or MC19.

C. Stud Framing (2 by 2 through 2 by 8):

1. Species: Per plan.

2. Grade: Per plan.

D. J
oist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16):
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1. Species and Grades: As indicated on drawings for various locations.

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: S4S, No. 2.

2.03 TIMBERS FOR CONCEALED APPLICATIONS

A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S-dry (19 percent maximum).

C. Beams and Posts 5 inches and over in thickness:

1. Species: Douglas Fir-Larch.

2. Grade: No. 1.

2.04 STRUCTURAL COMPOSITE LUMBER

A. Structural Composite Lumber: Factory fabricated beams, headers, and columns, of sizes and types indicated on drawings; structural capacity as published by manufacturer.

1. Columns: Use laminated veneer lumber with manufacturer's published E (modulus of elasticity): 2,000,000 psi, minimum. Fb = 2,900 psi, minimum.

2. Beams: Use laminated veneer lumber with manufacturer's published E (modulus of elasticity): 2,000,000 psi, minimum. Fb = 2,900 psi, minimum.

3. Products:
a. RedBuilt LLC; Redbuilt Laminated Veneer Lumber: www.redbuilt.com//#sle. b. Substitutions: See Section 01 6000 - Product Requirements.

2.05 CONSTRUCTION PANELS

A. Roof Sheathing: PS 2 type rated Structural I Sheathing.

1. Bond Classification: Exterior.

2. Span Rating: 32.

3. Performance Category: 1/2 PERF CAT.

B. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I, rated Structural I Sheathing.

C. Ot her Applications:

1. Plywood Concealed From View But Located Within Exterior Enclosure: PS 1, C- C Plugged or better, Exterior grade.

2. Plywood Exposed to View But Not Exposed to Weather: PS 1, A-D, or better.

3. Other Locations: PS 1, C-D Plugged or better.

2.06 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. 302
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B. Joist Hangers: Hot dipped galvanized steel, sized as noted on plans.

1. Provide hangers manufactured by Simpson Strong-Tie.

2.07 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications.

1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC- accredited testing agency, certifying level and type of treatment in accordance with AWPA standards.

PART 3 EXECUTION

3.01 PREPARATION

A. Coordinate installation of rough carpentry members specified in other sections.

3.02 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 FRAMING INSTALLATION

A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members.

B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.

D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AWC (WFCM) Wood Frame Construction Manual.

E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of bearing at each end.

F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed. 303
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G. Provide bridging at joists in excess of 8 feet span as detailed. Fit solid blocking at ends of members.

H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.

3.04 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

B. Provide the following specific nonstructural framing and blocking:

1. Cabinets and shelf supports.

2. Wall brackets.

3. Handrails.

4. Grab bars.

5. Towel and bath accessories.

6. Wall-mounted door stops.

7. Chalkboards and marker boards.

8. Wall paneling and trim.

9. Joints of rigid wall coverings that occur between studs.

10. Decorative panels

3.05 ROOF-RELATED CARPENTRY

A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation.

B. Provide wood curb at each roof opening except where prefabricated curbs are specified and where specifically indicated otherwise; form corners by alternating lapping side members.

3.06 INSTALLATION OF CONSTRUCTION PANELS

A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing.

1. At long edges provide solid edge blocking where joints occur between roof framing members, where noted on plans.

2. Nail panels to framing; staples are not permitted.

B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails, screws, or staples.

3.07 TO LERANCES

A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane, Other than Floors: 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.
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3.08 CLEANING

A. Waste Disposal: See Section 01 74 19 - Construction Waste Management and Disposal.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.

B. Do not leave wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION 06 10 00
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Section 06 18 00
Glued-Laminated Construction

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Glue laminated wood beams and columns.

B. Steel hardware and attachment brackets.

1.02 REFERENCE STANDARDS

A. AITC 117 - Standard Specifications for Structural Glued Laminated Timber of Softwood Species; 2010.

B. AITC A190.1 - American National Standard for Wood Products - Structural Glued Laminated Timber; 2007.

C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019.

D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2017.

E. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength; 2023.

F. AWS B2.1/B2.1M - Specification for Welding Procedure and Performance Qualification; 2021, with Errata (2023).

G. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2020, with Errata (2023).

H. RIS (GR) - Standard Specifications for Grades of California Redwood Lumber; 2019.

I. WWPA G-5 - Western Lumber Grading Rules; 2021.

1.03 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures, for submittal procedures.

B. Product Data: Provide technical data on wood preservative materials, application technique and resultant performance information.
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C. Shop Drawings: Indicate framing system, sizes and spacing of members, loads and cambers, bearing and anchor details, bridging and bracing, framed openings .

D. Manufacturer's Qualification Statement.

E. Sustainable Forest Certification: A voluntary third- party certification in conformance with Scientific Certification System (SCS) that timber harvested meets forest management and ecological standards that comply with project goals. Forest Stewardship Council and Smartwood are accepted certifications.

F. Welders’ Qualification Statement: Welders’ certificates in accordance with AWS B2.1/B2.1M and dated no more than 12 months before start of scheduled welding work.

1.04 QUALITY ASSURANCE

A. Manufacturer/Fabricator Qualifications: Company specializing in manufacture of glue laminated structural units with three years of documented experience, and certified by AITC in accordance with AITC A190.1.

B. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Protect members to AITC requirements for not wrapped.

B. Leave individual wrapping in place until finishing occurs.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Glued-Laminated Structural Units:

1. RedBuilt LLC; Redbuilt I-Joist: www.redbuilt.com//#sle.

2. Sentinel Structures, Inc: www.sentinelstructures.com/#sle.

3. Western Wood Structures, Inc: www.westernwoodstructures.com/#sle.

4. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 GLUED-LAMINATED UNITS

A. Glued-Laminated Units: Fabricate in accordance with AITC 117 Industrial grade.

1. Verify dimensions and site conditions prior to fabrication.

2. Cut and fit members accurately to length to achieve tight joint fit.

3. Fabricate member with camber built in.

4. Do not sp lice or join members in locations other than those indicated without permission.

5. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth.
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6. Welding: Perform welding in accordance with AWS D1.1/D1.1M.

7. After end trimming, seal with penetrating sealer in accordance with AITC requirements.

2.03 MATERIALS

A. Lumber: Softwood lumber complying with RIS (GR) grading rules with 12 percent maximum moisture content before fabrication. Strength and grade as noted on drawings.

B. Steel Connections and Brackets: ASTM A36/A36M weldable quality, galvanize per ASTM A123/A123M.

2.04 FABRICATION

A. Fabricate glue laminated structural members in accordance with AITC Architectural grade.

B. Welding: Perform welding in accordance with AWS D1.1/D1.1M.

C. Verify dimensions and site conditions prior to fabrication.

D. Cut and fit members accurately to length to achieve tight joint fit.

E. Fabricate member with camber built in.

F. Do not splice or join members in locations other than those indicated without permission.

G. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth.

H. After end trimming, seal with penetrating sealer in accordance with AITC requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that supports are ready to receive units.

B. Verify sufficient end bearing area.

3.02 PREPARATION

A. Coordinate placement of bearing items.

3.03 ERECTION

A. L ift members using protective straps to prevent visible damage.

B. Set structural members level and plumb, in correct positions or sloped where indicated.

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D. Fit members together accurately without trimming, cutting, splicing, or other unauthorized modification.

3.04 TOLERANCES

A. Framing Members: 1/2 inch maximum from true position.

END OF SECTION 06 18 00
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Section 07 54 00
Thermoplastic Membrane Roofing

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Mechanically attached system with thermoplastic roofing membrane.

B. Insulation, flat and tapered.

C. Cover boards.

D. Flashings.

E. Roofing stack boots and walkway pads.

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Plywood roof deck

1.03 REFERENCE STANDARDS

A. ASTM C165 - Standard Test Method for Measuring Compressive Properties of Thermal Insulations; 2007 (Reapproved 2017).

B. ASTM C726 - Standard Specification for Mineral Wool Roof Insulation Board; 2017.

C. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2017.

D. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2023.

E. ASTM D751 - Standard Test Methods for Coated Fabrics; 2019.

F. ASTM D4434/D4434M - Standard Specification for Poly(Vinyl Chloride) Sheet Roofing; 2021.

G. ASTM E1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces; 2011 (Reapproved 2019).

H. FM (AG) - FM Approval Guide; Current Edition.

I. NRCA (RM) - The NRCA Roofing Manual; 2023.

J. NRCA (WM) - The NRCA Waterproofing Manual; 2021.
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K. UL (FRD) - Fire Resistance Directory; Current Edition.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one month before starting work of this section.

1. Review preparation and installation procedures and coordinating and scheduling required with related work.

1.05 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures for submittal procedures.

B. Product Data: Provide data indicating membrane materials, flashing materials, insulation, and fasteners.

C. Shop Drawings: Submit drawings that indicate joint or termination detail conditions, conditions of interface with other materials, and setting plan for tapered insulation.

D. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention.

E. Installer's qualification statement: Installer shall provide written documentation from the manufacturer of their authorization to install the roof system, and eligibility to obtain the warranty specified in this section.

F. Specimen Warranty: For approval.

G. Warranty Documentation:

1. Submit manufacturer warranty and ensure that forms have been completed in City's name and registered with manufacturer.

2. Submit installer's written verification that installation complies with warranty conditions for waterproof membrane.

1.06 QUALITY ASSURANCE

A. Installer Qualifications: Installer shall be authorized by the manufacturer to install the roof system, and eligible to obtain the specified warranty.

B. Final Inspection: Manufacturer’s representative shall provide a comprehensive final inspection after completion of the roof system. All application errors must be addressed and final punch list completed.

C. Manufacturer’s representative shall provide a comprehensive final inspection after completion of the roof system. All application errors must be addressed and final punch list completed.

1.07 DELIVERY, STORAGE, AND HANDLING
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A. Deliver materials in manufacturer's original containers, dry and undamaged, with seals and labels intact, unless otherwise indicated.

B. Store materials in weather protected environment, clear of ground and moisture.

C. Ensure storage and staging of materials does not exceed static and dynamic load-bearing capacities of roof decking.

D. Protect foam insulation from direct exposure to sunlight.

1.08 FIELD CONDITIONS

A. Do not apply roofing membrane during unsuitable weather.

B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 100 degrees F.

C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.

D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

E. Schedule applications so that no partially completed sections of roof are left exposed at end of workday.

1.09 WARRANTY

A. See Section 01 78 36 - Closeout Submittals for additional warranty requirements.

B. Material Warranty: Provide membrane manufacturer's warranty agreeing to replace material that shows manufacturing defects within five years after installation.

C. System Warranty: Provide manufacturer's system warranty agreeing to repair or replace roofing that leaks or is damaged due to wind or other natural causes.

1. Warranty Term: 30 years.

2. For repair and replacement include costs of both material and labor in warranty. a. Scope of coverage:
1) Ordinary wear and tear of the elements
2) M anufacturing defect in roofing materials.
3) Defective workmanship used to install these materials. 4) Damage due to winds up to design speed indicated on drawings per code b. Exclusions, not covered:
1) Damage due to winds in excess of those indicated on drawings. 2) Damage due to hail
3) Intentional Damage

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PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Thermoplastic Polyvinyl Chloride (PVC) Membrane Roofing Materials:

1. Carlisle SynTec Systems; Sure-Flex PVC: www.carlisle-syntec.com/#sle.

2. IB Roof Systems; IB PVC Membrane: www.ibroof.com/#sle.

3. Sika Corporation Roofing; Sarnafil PVC: usa.sika.com/sarnafil/#sle.

4. Versico Roofing Systems; VersiFlex FRS PVC: www.versico.com/#sle.

B. Insulation:

1. Carlisle SynTec Systems; SecurShield Insulation: www.carlisle-syntec.com/#sle.

2. GAF; Energy Guard Ultra: www.gaf.com/#sle.

3. ROCKWOOL; Toprock DD: www.rockwool.com/#sle.

4. Versico Roofing Systems; SecurShield Insulation: www.versico.com/#sle.

2.02 ROOFING

A. Thermoplastic Membrane Roofing: One ply membrane, mechanically fastened, over insulation and cover board.

B. Roofing Assembly Requirements:

1. Roof assembly shall have ICC Evaluation report with a listed assembly for the specified roof class and wind uplift over the roof assembly shown on the drawings.

2. Solar Reflectance Index (SRI): Minimum of 90 based on three -year aged value; if three - year aged data is not available, minimum of 107 initial value. a. Calculate SRI in accordance with ASTM E1980.
b. Field applied coating may not be used to achieve specified SRI.

3. Roof Covering External Fire Resistance Classification: UL (FRD) Class A.

C. Acceptable Insulation Types - Constant Thickness Application:

1. Minimum 2 layers of polyisocyanurate or mineral wool board.

D. Acceptable Insulation Types - Tapered Application:

1. Uniform thickness polyisocyanurate or mineral wool board covered with tapered polyisocyanurate or mineral wool board.

E. I nsulation Values: Provide the following minimum R values for rigid insulation. If R value information on drawings is in conflict with these minimum values provide the greater R value provided.

1. Minimum R value: 28

2.03 MEMBRANE ROOFING AND ASSOCIATED MATERIALS

A. Membrane Roofing Materials:

1. PVC: Polyvinyl chloride (PVC) complying with ASTM D4434/D4434M, Type II, sheet contains reinforcing fibers or reinforcing fabrics.
a. Thickness: 80 mil, 0.080 inch, minimum.

2. Color: White.
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B. Seaming Materials: As recommended by membrane manufacturer.

C. Membrane Fasteners: As recommended and approved by membrane manufacturer.

1. 3-inch (76 mm) diameter Galvalume steel plate as recommended by membrane manufacturer and per listing.

2. Truss head corrosion resistant screws per manufacturer's listing.

D. Flexible Flashing Material: Same material as membrane.

2.04 COVER BOARDS

A. Cover Boards: Glass-mat faced gypsum panels complying with ASTM C1177/C1177M.

1. Thickness: 1/4 inch, fire-resistant.

2. Products:
a. Georgia-Pacific; DensDeck: www.densdeck.com/#sle.
b. Gold Bond Building Products, LLC provided by National Gypsum Company; DEXcell Glass Mat Roof Board: www.goldbondbuilding.com/#sle.

2.05 INSULATION

A. Polyisocyanurate (ISO) Board Insulation: Rigid cellular foam, complying with ASTM C1289.

1. Classifications:
a. Type II: Faced with either cellulosic facers or glass fiber mat facers on both major surfaces of the core foam.
1) Class 2 - Faced with coated glass fiber mat facers on both major surfaces of the core foam.
2) Compressive Strength: Classes 1-2-3, Grade 2, 20 psi (138 kPa), minimum. 3) Thermal Resistance, R- value: At 1 1/2 inches thick; Class 2, 8.0 (1.41), minimum, at 75 degrees F.

2. Board Size: 48 by 96 inches.

3. Board Thickness: 1.5 inches.

4. Tapered Board: Slope as indicated; minimum thickness 1/2 inch; fabricate of fewest layers possible.

5. Bo ard Edges: Square.

6. Products:
a. GAF; EnergyGuard Ultra Polyiso Insulation: www.gaf.com/#sle. b. Mule-Hide Products Co, Inc; Poly ISO Flat: www.mulehide.com/#sle. c. Versico Roofing Systems; SecurShield Insulation: www.versico.com/#sle.

B. Mineral Wool Board Insulation: Rigid mineral wool fiber complying with ASTM C726; top surface coated with asphalt and Kraft paper.

1. Board Size: 48 by 48 inches.

2. Board Thickness: 1 inch.

3. Board Edges: Square.

4. Compressive Resistance (at 25 percent deformation): Per ASTM C165 . a. Top Layer: Minimum 37 psi
b. Entire Board: Minimum 15 psi

5. Products:
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a. Rockwool: Multifix; rockwool.com

2.06 FLASHING MATERIAL AND ACCESSORIES

A. Flashing Material - Note: All Flashing touching thermoplastic roof system is to be provided as part of this specification by the roofing contractor.

1. Wall/Curb Flashing
a. Membrane
1) A reinforced membrane adhered to approved substrate using adhesive. Consult manufacturer for adhesive options and additional information. 2) Thickness: Thickness as specified above and as required for specified warranty.

2. Perimeter Edge Flashing
a. Coated Flashing
1) A coated, heat -weldable sheet metal capable of being formed into a variety of shapes and profiles. Flashing is a minimum 20 -gauge, G90 galvanized metal sheet with a 25 mil (1 mm) unsupported membrane laminated on one side.

3. Miscellaneous Flashing
a. Pipe Flashings
1) A molded prefabricated vent pipe flashing made from 65 mil thick membrane. 2) A molded split pipe flashing made from 45 mil thick membrane. 3) A molded square tube wrap flashing made from 45 mil thick membrane. b. Corners
1) Prefabricated outside and inside flashing corners made of 70 mil thick membrane that is heat-welded to membrane or clad base flashings. c. Multi-Purpose Sealant
1) Use sealant as recommended by membrane manufacturer
B. Membrane Adhesive and other products: As recommended by membrane manufacturer including: Solvents, sealants, primers, and cleaners.

C. Insulation Adhesive: As recommended by insulation manufacturer.

D. Strip Reglet Devices: Galvanized steel, maximum possible lengths per location, with attachment flanges.

E. Walkway Matting: open grid, self-draining, non-porous roof walkway matting system

1. Products
a. Plastex USA: Crossgrip PVC: www.plastexmatting.com
b. Holcim Elevate: X-Tred Walkway Pad: HolcimElevate.com c. F iberTite: Crossgrip: fibertite.com

2. loose-lay, slip resistant, self-draining

3. Wind resistant to 60 mph, stable to 94 mph

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces and site conditions are ready to receive work. 315
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B. Verify deck is supported and secure.

C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system.

D. Verify deck surfaces are dry and free of snow or ice.

E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips are in place.

3.02 INSTALLATION, GENERAL

A. Perform work in accordance with manufacturer's instructions, NRCA (RM), and NRCA (WM) applicable requirements.

B. Do not apply roofing membrane during cold or wet weather conditions.

C. Do not apply roofing membrane when ambient temperature is outside the temperature range recommended by manufacturer.

D. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.

E. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

3.03 INSTALLATION - VAPOR RETARDER AND INSULATION, UNDER MEMBRANE

A. Cover Boards: Mechanically fasten cover boards in accordance with roofing manufacturer's instructions and FM (AG) Factory Mutual requirements.

B. Lay subsequent layers of insulation with joints staggered minimum 6 inches from joints of preceding layer.

C. Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions.

D. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.

E. Do not install more insulation than can be covered with membrane in same day.

3.04 I NSTALLATION - MEMBRANE

A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.

B. Shingle joints on sloped substrate in direction of drainage. 316
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C. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge.

D. Mechanical Attachment: Install membrane and mechanical attachment devices in accordance with manufacturer's instructions.

E. At intersections with vertical surfaces:

1. Extend membrane over cant strips and up a minimum of 4 inches onto vertical surfaces.

2. Fully adhere flexible flashing over membrane and up to nailing strips.

F. Around roof penetrations, seal flanges and flashings with flexible flashing.

G. Coordinate installation of roof drains and sumps and related flashings.

3.05 PROTECTION

A. Protect installed roofing and flashings from construction operations.

B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials.

END OF SECTION 07 54 00
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Section 07 62 00
Sheet Metal Flashing and Trim

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fabricated sheet metal items, including flashings, counterflashings, and exterior penetrations.

B. Sealants for joints within sheet metal fabrications.

1.02 RELATED REQUIREMENTS

A. Section 07 92 00 - Joint Sealers.

B. Division 23 - Mechanical : Roof curbs for mechanical equipment.

1.03 REFERENCE STANDARDS

A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023.

B. ASTM B32 - Standard Specification for Solder Metal; 2020.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.

D. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.04 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures for submittal procedures.

B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

1.05 QUALITY ASSURANCE

A. Perform work in accordance with SMACNA (ASMM) requirements and standard details, except as otherwise indicated.

B. Maintain one copy of each document on site.

C. Fabricator and Installer Qualifications: Company specializing in sheet metal work with (5) years of documented experience.

1.06 DE LIVERY, STORAGE, AND HANDLING
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A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

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

PART 2 PRODUCTS

2.01 SHEET MATERIALS

A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24-gauge,

0.0239-inch thick base metal.

B. Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24-gauge, 0.0239-inch thick base metal, shop pre-coated with PVDF coating.

1. Fluoropolymer Coating: High performance organic powder coating, AAMA 2604; multiple coat, thermally cured fluoropolymer finish system.

C. Note: Flashing directly heat welded to the thermoplasitc roof membrane is to be flashed with clad metal by the roofing manufacture.

2.02 FABRICATION

A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Form pieces in longest possible lengths.

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

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

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

F. Fabricate flashings to allow toe to extend 2 inches over roofing . Return and brake edges.

2.03 ACCESSORIES

A. Fasteners: Galvanized steel, with soft neoprene washers.

B. Primer Type: Zinc chromate.

C. C oncealed Sealants: Non-curing butyl sealant.

D. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material. 319
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PART 3 EXECUTION

3.01 EXAMINATION

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

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

C. In the event of a discrepancy, immediately notify the Architect.

3.02 PREPARATION

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

B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil, 0.015 inch.

3.03 INSTALLATION

A. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted..

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

C. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.

END OF SECTION 07 62 00
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Section 07 92 00
Joint Sealants

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Nonsag gunnable joint sealants.

B. Self-leveling pourable joint sealants.

C. Joint backings and accessories.

1.02 REFERENCE STANDARDS

A. ASTM C834 - Standard Specification for Latex Sealants; 2017 (Reapproved 2023).

B. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2022.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.

D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016 (Reapproved 2023).

E. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2022.

1.03 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures for submittal procedures.

B. Product Data: Submit manufacturer's technical datasheets for each product to be used; include the following:

1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.

2. List of backing materials approved for use with the specific product.

3. Backing material recommended by sealant manufacturer.

4. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

5. Substrates the product should not be used on.

C. C olor Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Nonsag Sealants:
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1. Dow: www.dow.com/#sle.

2. Henry Company: www.henry.com/#sle.

3. Hilti, Inc: www.hilti.com/#sle.

4. Master Builders Solutions: www.master-builders-solutions.com/en-us/#sle.

5. Pecora Corporation: www.pecora.com/#sle.

6. Sherwin-Williams Company: www.sherwin-williams.com/#sle.

7. Sika Corporation: www.usa.sika.com/#sle.

8. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.

9. W.R. Meadows, Inc: www.wrmeadows.com/#sle.

10. Substitutions: See Section 01 6000 - Product Requirements.

2.02 JOINT SEALANT APPLICATIONS

A. Scope:

1. Exterior Joints:
a. Seal open joints except open joints indicated on drawings as not sealed. b. Seal the following joints:
1) Wall expansion and control joints.
2) Joints between doors, windows, and other frames or adjacent construction. 3) Joints between different exposed materials.

2. Interior Joints:
a. Do not seal gaps and openings in gypsum board and suspended ceilings b. Do not seal through-penetrations in sound- rated assemblies that are also fire-rated assemblies.
c. Seal open joints except specific open joints indicated on drawings as not sealed. d. Seal the following joints:
1) J oints between door frames and window frames and adjacent construction. 2) In sound- rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices, and piping penetrations.
3) In sound-rated wall and ceiling assemblies, seal joints between wall assemblies and ceiling assemblies; between wall assemblies and other construction; between ceiling assemblies and other construction.

3. Do Not Seal:
a. Intentional weep holes in masonry.
b. Joints indicated to be covered with expansion joint cover assemblies. c. Joints where sealant installation is specified in other sections.

B. Exterior Joints: Use nonsag nonstaining silicone sealant, unless otherwise indicated.

1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, noncuring.

2. Lap Joints between Manufactured Metal Panels: Butyl rubber, noncuring.

3. Control and Expansion Joints in Concrete Paving: Self-leveling polyurethane traffic-grade sealant.

C. Interior Joints: Use nonsag polyurethane sealant, unless otherwise indicated.

1. Wall and Ceiling Joints in Nonwet Areas: Acrylic emulsion latex sealant.

2.03 NONSAG JOINT SEALANTS
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A. Nonstaining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.

1. Nonstaining to Porous Stone: Nonstaining to light -colored natural stone when tested in accordance with ASTM C1248.

2. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.

B. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi -component; not expected to withstand continuous water immersion or traffic.

C. Acrylic-Urethane Sealant: ASTM C920, Grade NS, Uses M and A; single component; paintable; not expected to withstand continuous water immersion or traffic.

1. Color: As selected by Architect.

2. Products:
a. DAP Products Inc; DYNAFLEX 920 Sealant: www.dapspecline.com/#sle. b. Sherwin-Williams Company; Shermax Urethanized Elastomeric Sealant: www.sherwin-williams.com/#sle.

D. Acrylic Emulsion Latex: Water-based; ASTM C834, single component, nonstaining, nonbleeding, nonsagging; not intended for exterior use.

E. Noncuring Butyl Sealant: Solvent-based, single component, nonsag, nonskinning, nonhardening, nonbleeding; nonvapor permeable; intended for fully concealed applications.

2.04 ACCESSORIES

A. Sealant Backing Materials, General: Materials placed in joint before applying sealants; assists sealant performance and service life by developing optimum sealant profile and preventing three- sided adhesion; type and size recommended by sealant manufacturer for compatibility with sealant, substrate, and application.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.

C. Masking Tape: Self-adhesive, nonabsorbent, nonstaining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

C. Verify that backer rods are of the correct size.

3.02 PREPARATION
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A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.

3.03 INSTALLATION

A. Install this work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Provide joint sealant installations complying with ASTM C1193.

C. Install acoustical sealant application work in accordance with ASTM C919.

D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated.

E. Install bond breaker backing tape where backer rod cannot be used.

F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.

G. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.

H. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.

END OF SECTION 07 92 00
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Section 23 00 00
Heating, Ventilation, and Air Conditioning

PART 1 GENERAL

1.01 DESCRIPTION
A. Related Documents:

1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

2. Where the requirements of the Section exceed those in other Contract Documents, Contractor shall comply with the requirements of this Section.

B. Codes and Regulations:

1. In addition to complying with the specified requirements, comply with pertinent regulations of the Authority Having Jurisdiction. All work must comply with the version of the code that was in effect at the time of the initial permit application date.
a. CALGreen – California Green Building Standards Code
b. CBC – California Building Code
c. CEBC – California Existing Building Code
d. CEC – California Electrical Code
e. CEnC – California Energy Code
f. CFC – California Fire Code
g. CMC – California Mechanical Code
h. CPC – California Plumbing Code
i. SFM – Office of the State Fire Marshal
j. Reach Codes that have been adopted by the Authority Having Jurisdiction
k. Local Building Department
l. Local Fire Marshall

2. In the event of conflict between or among specified requirements and pertinent regulations, the more stringent requirements will govern when so directed by the Architect.

C. Included: Work includes, but is not limited to, the following.

1. The Work covered by this Specification shall include furnishing labor, material, equipment, and services to construct, install and place in operation, the complete 326
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Heating, Ventilating and Air Conditioning Systems to the extent as indicated, and as shown on the Drawings and specified herein. The Work covered under this Section shall hereinafter be referred to as the Mechanical System. a. Roof Top Packaged Heat Pump Units
b. Duct systems complete with supports
c. Filters and Filter Boxes
d. Duct, Pipe and Equipment Insulation
e. Low Voltage Controls
f. Fire Life Safety Devices

1. Duct Smoke Detectors
g. Vibration Isolators
D. Work Not Included In This Section:

1. Blocking, framing and wood supports required for the purpose of accommodating the Mechanical System unless specifically called for under this Division. The contractor is responsible for the correct location of such items and shall bear the expenses covering their omission or improper location.

2. Electrical connections to motors, electric starters, disconnect and over -current protective devices, unless specifically called for by this Section, or unless the equipment is furnished as an integral part of the Mechanical System Equipment, as hereinafter specified, or noted on the Drawings.

3. Line voltage electrical wiring and conduit, except where specifically called for on the Drawings or hereinafter in this Section.

4. Painting, except when supplied as factory finish, or specifically called for in this Section or on Drawings.

1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section.

B. Without additional cost to the Owner, provide such other labor and materials as are required to complete the Work of this Section in accordance with the requirements of governmental agencies having jurisdiction, regardless of whether such materials and associated labor are called for elsewhere in these Contract Documents.

1.3 SUBMITTALS
A. Comply with pertinent provisions of Architectural Section.

B. Product data: Within 35 calendar days after the Contractor has received the Notice to Proceed, submit the following to the Architect for approval prior to acquisition:

1. Materials list of items proposed to be provided under this Section. 327
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2. Manufacturer's specifications, cut sheets, and other data needed to prove compliance with the specified requirements. All pieces of equipment shall be clearly identified on corresponding manufacturer's literature being submitted. All information for each item shall be correlated.

3. Submittals for the entire Project shall be submitted at the same time. Incomplete or noncompliant submittals may be rejected.

4. Submittals shall be provided in pdf format.

1.4 DESIGN CHANGES CAUSED BY PRODUCT SUBSTITUTIONS
A. If the heating and/or air conditioning equipment is substituted with a different brand or model than that specified on the Drawings the Authority Having Jurisdiction may require the energy compliance calculations to be updated. The contractor shall be responsible for all costs related to updating the calculations. If the substituted equipment does not comply the contractor shall be responsible for providing equipment that meets or exceeds the performance of the specified equipment at no additional cost to the Owner.

B. Contractor shall pay costs of design and installation for changes resulting from the substitution of alternate products.

C. Acceptance of alternate products by Architect does not change this requirement.

1.5 PRODUCT HANDLING
A. Comply with pertinent provisions of Architectural Sections.

PART 2 PRODUCTS

2.1 HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT A. Heating, Ventilating, and Air Conditioning Equipment: Equipment shall be as specified on the Drawings. All other equipment shall be pre-approved by the Mechanical Engineer.

B. It shall be the responsibility of the Contractor to see that any substituted equipment performs similarly to that which is specified and fits in the same area as specified. Cost of any additional Work caused by the substitution of equipment shall be borne by the Contractor.

2.2 AIR DISTRIBUTION EQUIPMENT
A. Grilles, registers and ceiling diffusers and other accessory equipment

2.3 RECTANGULAR SHEET METAL DUCTWORK
A. Rectangular supply, return, outside air and exhaust ducts, single leaf dampers and plenums shall be fabricated from prime grade galvanized steel sheets of lock form quality and shall be constructed in accordance with appropriate tables of the latest ASHRAE "Guide and Data Book" and SMACNA "HVAC Duct Construction Standards" and Chapter 6 of the 2022 CMC.

B. Transverse Duct Joints shall be made with The Ductmate System. When using The Ductmate System, construction of the duct such as gage, reinforcing, etc. shall be as indicated in the latest addition of the applicable SMACNA standards. With proper data, an equal may be submitted, providing the corners have a downset and corner clips to 328
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insure airtight integrity. Testing must be done by a nationally recognized testing laboratory. The standard Ductmate 35 System joint is the equivalent of a SMACNA "J" connection. The Ductmate 25 System joint is the equivalent of a SMACNA "F" connection. The installation of the Ductmate System shall be in accordance with the latest manufacturer’s printed Assembly and Installation Instructions.

C. Each duct or plenum shall be diagonally cross-broken for rigidity.

D. Duct bends, fittings, transitions, etc. shall be fabricated in accordance with Fabrication Standards as shown on the Drawings or in accordance with latest SMACNA "HVAC Duct Construction Standards" where not shown on Drawings.

E. Support ducts to joists or similar structural members. Except where indicated otherwise, ducts with a side of 24" or more shall be supported on Ductmate trapeze duct hangers consisting of 2" high x 1 -1/2" wide x 18" gauge channel and 3/8" diameter hanger rods hung from support brackets bolted to structural members. See also Special Fabrications as shown on the Drawings. Duct supports shall be eight (8) feet maximum on center.

F. At branch ducts, provide manually operated dampers of the type and arrangement shown on the Drawings, two gages heavier than the duct (if single leaf type) in which installed, and equipped with locking quadrants and closed end bearings.

G. Sizes shown on Drawings are net inside dimensions. Enlarge duct to accommodate lining.

2.4 ROUND DUCTWORK AND FITTINGS
A. 2-10" w.g. round duct through 61" in diameter shall be McGill AirFlow spiral lockseam Uni-Seal duct, or approved equal, manufactured from galvanized steel meeting the ASTM A-527-71 in the following gages:

Diameter Metal Thickness
3-13” 26 ga.
14-23” 24 ga.
24-37” 22 ga.
38-51” 20 ga.
52-61” 18 ga.

B. Round duct shall be new and exclusively obtained for this project. Each piece shall be in 20’ lengths. Ducts shall be cut to length required with joints only at fitting locations, except on duct runs longer than 20 feet.

C. Spiral duct and fitting connections, 15" diameter and larger shall be Ductmate Spiralmate round duct connectors. The connector system shall consist of two mating round duct connector flanges roll -formed from hot dipped galvanized steel with an integral sealant and closure ring roll-formed from hot dipped galvanized steel.

D. Fittings shall be United Sheet Metal galvanized fittings in the following gauges:

Diameter Metal Thickness
3-13” 24 ga.
14-23” 22 ga.
24-37” 20 ga.
38-51” 18 ga.
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Goleta City CouncilSeptember 1, 2026

Goleta City Council
September 1, 2026