DATE: August 2025 JOB: 374-193-24

SPECIFICATIONS

TECHNICAL SPECIFICATIONS

SBC FIRE DEPARTMENT

STATION NO.227

180 West 38th Street

SAN BERNARDINO, CA 92405

STK ARCHITECTURE, INC.

ARCHITECTURE/PLANNING

42095 ZEVO DRIVE, STE A-15

TEMECULA, CA 92590

951.296.9110

CIVIL ENGINEER MECH/PLUMBING/ELEC ENGINEER,

Engineering Resources of S.C. Salas O’Brien Engineers 1861 W. Redlands Blvd., 2nd Floor 3220 Executive Ridge, Suite 20 Redlands, CA 92131 Vista, CA 92081

909.890.1255 760.560.0100

STRUCTURAL ENGINEER LANDSCAPE ARCHITECT

Innovative Structural Engineering Alhambra Group 27369 Via Industria 41635 Enterprise Circle North Ste C Temecula, CA 92590 Temecula, CA 92590

951.600.0032 951.296.6802

STK Architecture, Inc.

DIVISION SECTION TITLE

00 PROCURMENT and CONTRACTING

REQUIREMENTS

00 3100 Available Project Information

01 GENERAL REQUIREMENTS

01 2000 Contract Considerations 01 3000 Administrative Requirements 01 3114 Facility Services Coordination 01 4200 Reference Standards and Definitions 01 4500 Quality Control 01 5000 Temporary Facilities 01 5100 Temporary Utilities 01 5713 Temporary Erosion Control 01 5813 Temporary Project Sign 01 6000 Product Requirements 01 7000 Execution Requirements 01 7800 Closeout Procedures

03 CONCRETE

03 3000 Cast-in-Place Concrete

04 MASONRY

04 0511 Mortar and Masonry Grout 04 2000 Unit Masonry 04 7300 Manufactured Stone Masonry

05 METAL

05 5000 Metal Fabrications

06 WOOD, PLASTICS and COMPOSITES

06 1000 Rough Carpentry 06 1733 Wood I-Joists 06 2000 Finish Carpentry

06 4100 Architectural Wood Casework 06 6400 Plastic Paneling 06 8316 Fiberglass Reinforced Paneling

07 THERMAL AND MOISTURE PROTECTION

07 2100 Thermal Insulation 07 2500 Weather Barriers 07 4113 Metal Roof Panels 07 5400 Thermoplastic Membrane Roofing

07 6200 Sheet Metal Flashing and Trim 07 7100 Roof Specialties

07 7123 Manufactured Gutters and Downspouts 07 7200 Roof Accessories 07 8400 Firestopping

07 9005 Joint Sealers

08 OPENINGS

08 1113 Hollow Metal Doors and Frames 08 1416 Flush Wood Doors 08 3100 Access Doors and Panels 08 3323 Overhead Coiling Doors 08 4113 Aluminum Framed Storefronts 08 5313 Vinyl Windows 08 6223 Tubular Skylights 08 7100 Door Hardware 08 8000 Glazing 08 8300 Mirrors 08 9100 Louvers

09 FINISHES

09 2116 Gypsum Board Assemblies 09 2400 Cement Plastering 09 3000 Tiling 09 5100 Suspended Acoustical Ceilings 09 6519 Resilient Tile Flooring 09 6566 Resilient Athletic Flooring 09 6813 Tile Carpeting 09 7000 Wall Coverings 09 9113 Exterior Painting 09 9123 Interior Painting 099623 Anti-Graffiti Coating

10 SPECIALTIES

10 1400 Signage 10 2116 Shower and Dressing Compartments 10 2600 Wall and Door Protection 10 2800 Toilet and Bath Accessories 10 4116 Rapid Entry Systems 10 4400 Fire Protection Specialties 10 5143 Turnout Gear Storage 10 5500 Postal Specialties 10 7500 Flagpoles

11 EQUIPMENT

11 3013 Residential Appliances 11 6613 Exercise Equipment

12 FURNISHING

12 2400 Window Shades 12 3600 Countertops 12 5800 Residential Furniture

13 SPECIAL CONSTRUCTION

13 3420 Metal Building Systems

21 FIRE SUPRESSION

21 1300 Fire Protection

22 PLUMBING

22 0000 General Plumbing Requirements 22 0500 Common Work Results for Plumbing

22 0517 Sleeves and Sleeve Seals for Plumbing Piping 22 0518 Escutcheons for Plumbing Piping 22 0523 General-Duty Valves for Plumbing Piping 22 0529 Hangers and Supports for Plumbing Piping and Equipment 22 0553 Identification for Plumbing Piping and Equipment 22 0719 Plumbing Piping Insulation 22 1116 Domestic Water Piping 22 1119 Domestic Water Piping Specialties 22 1123 Domestic Water Pumps 22 1316 Sanitary Waste and Vent Piping 22 1319 Sanitary Waste Piping Specialties 22 1323 Sanitary Waste Receptors 22 1413 Facility Storm Drainage Piping 22 1423 Storm Drain Piping Specialties 22 1513 General Service Compressed Air Piping 22 1519 General Service Packaged Air Compressors and Receivers 22 3400 Fuel-Fired Domestic-Water Heater 22 4213.13 Commercial Water Closets 22 4216.13 Commercial Lavatories 22 4216.16 Commercial Sink 22 4223 Commercial Showers

23 MECHANICAL

23 0000 General Mechanical Requirements 23 0500 Basic Mechanical Materials and Methods 23 0529 Hangers and Support For HVAC Piping and

Equipment 23 0548 Vibration and Seismic Controls for HVAC

Piping and Equipment 23 0553 Identification for HVAC Piping/Equip

23 0593 Testing, Adjusting, and Balancing 23 0713 Duct Insulation 23 0719 HVAC Piping Insulation 23 1123 Facility Natural Gas Piping 23 3113 Metal Ducts 23 3300 Air Duct Accessories 23 3423 HVAC Power Ventilators 23 3713 Diffusers, Registers and Grilles 23 7433 Dedicated Outdoor Air Units 23 3713 Diffusers, Registers and Grilles 23 8126 Split-System Air Conditioners

26 ELECTRICAL

26 0126 Electrical Acceptance and Start-Up Tests 26 0510 General Electrical Requirements 26 0519 Building Wires and Cables 26 0526 Grounding and Bonding 26 0529 Hangers and Supports 26 0533 Raceways and Boxes 26 0534 Outlet, Pull and Junction Boxes 26 0553 Electrical Identification 26 0573 Overcurrent Protection Devices 26 0575 Overcurrent Protective Device Coordination

Study 26 0923 Lighting Control Devices 26 2413 Switchboards 26 2416 Panelboards 26 2726 Wiring Devices 26 2813 Fuses 26 2816 Enclosed Switches and Circuit Breakers 26 3001 Diesel Emergency Generator System 26 5100 Interior Lighting 26 5600 Exterior Luminaires

27 COMMUNICATIONS

27 1300 Communications-Backbone Cabling 27 2020 Data and Voice Infrastructure

31 EARTHWORK

31 10 00 Site Clearing 31 22 00 Grading 31 23 16 Excavation 31 23 23 Fill and Backfill

32 EXTERIOR IMPROVEMENTS

32 13 13 Concrete Paving

3201413 Precast Concrete Unit Paving 32 17 13 Wheel Stops 32 1726 Tactile Detectable Warning Tile 32 3119 Decorative Metal Fences and Gates 32 3313 Site Bicycle Racks 32 84 00 Landscape Irrigation 32 93 00 Trees, Plants and Ground Cover

33 UTILITIES

33 5613 Above Ground Fuel Storage Tanks

APPENDIX A

Geotechnical Report

APPENDIX B

Gym/Exercise Equipment descriptions

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SBC Fire Station 227 00 3100-1 Available Project Information

SECTION 00 3100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of Contract Documents, as follows:

B. Certain information relating to existing surface and subsurface conditions and structures is available to bidders as follows:

C. Geotechnical Report: Entitled Geotechnical Report Project S168-193 - Proposed New Fire Station APN 015-4281-01 prepared by Inland Foundation Engineering, Inc., dated August 20, 2024.

1. Revision: Dated September 6, 2024

2. Original copy is available for inspection with the project specifications, Appendix A.

3. This report identifies properties of below grade conditions and offers recommendations for the design of foundations, prepared primarily for the use of Architect.

4. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in Contract Documents.

5. This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price accruing to Owner.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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SBC Fire Station 227 01 2000-1 CONTRACT CONSIDERATIONS

SECTION 01 2000

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Schedule of Values.

B. Application for Payment.

C. Defect Assessment.

D. Non-payment for Rejected Work.

E. Change Procedures.

1.02 SCHEDULE OF VALUES

A. Submit Schedule of Values for approval at Pre-Construction Meeting.

B. Format: Submit typed schedule based upon the Schedule of Values C. Include in each line item, the amount of Allowances specified in this section.

D. Include within each line item, a directly proportional amount of Contractor's Overhead and

Profit.

E. Revise Schedule to list approved Change Orders, on continuation sheet, with each Application for Payment.

1.03 APPLICATION FOR PAYMENT

A. Submit two (2) copies of each Application on AIA Form G702 - "Application and Certificate for Payment".

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

1.04 DEFECT ASSESSMENT

A. Replace the work, or portions of the work, not conforming to specified requirements.

B. If in the opinion of the Architect, it is not practical to remove and replace the work, the Architect will direct one of the following remedies:

1. The defective work may remain, but the listed schedule of value will be adjusted to a new value at the discretion of the Architect.

2. The defective work will be partially repaired to the instructions and satisfaction of the

Architect and the listed schedule of value will be adjusted to reflect a new value at the discretion of the Architect.

1.05 NON-PAYMENT FOR REJECTED WORK

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined to be unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required work.

5. Products remaining on hand after completion of the work.

6. Loading, hauling and disposing of rejected products.

1.06 CHANGE PROCEDURES

A. The Architect will advise of minor changes in the work not involving an adjustment to Contract

Sum/Price or Contract Time as authorized by the General Conditions on AIA Form G710 - "Architect's Supplemental Instructions".

B. The Architect may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications. Contractor will prepare and submit a detailed estimate within 5 days.

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SBC Fire Station 227 01 2000-2 CONTRACT CONSIDERATIONS

C. The Contractor may propose a change by submitting a Change Order Request to the Architect, describing the proposed change and its full effect on the work. Include a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on work by separate or other contractors.

D. Stipulated Sum Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's Change Order Request as approved by Architect.

E. Construction Change Directive: Architect may issue a directive, signed by the Owner and Architect, instructing the Contractor to proceed with a change in the work, for subsequent inclusion in a Change Order. Document will describe changes in the work, and designate method of determining any change in Contract Sum or Contract Time. Promptly execute the change.

F. Change Order Forms: Of type provided by the Owner.

G. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

H. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item of work affected by the change and resubmit.

I. Promptly revise progress schedules to reflect any changes in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change and resubmit.

J. Promptly enter changes in Project Record Documents.

PART 2 PRODUCTS

2.01 -- NOT APPLICABLE --

PART 3 EXECUTION

3.01 -- NOT APPLICABLE--

END OF SECTION 01 20 00

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SBC Fire Station 227 01 3000-1 Administrative Requirements

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Contractor's daily reports.

F. Progress photographs.

G. Coordination drawings.

H. Submittals for review, information, and project closeout.

I. Number of copies of submittals.

J. Requests for Interpretation (RFI) procedures.

K. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 6000 - PRODUCT REQUIREMENTS: General product requirements.

B. Section 01 7000 - Execution Requirements: Additional coordination requirements.

C. Section 01 7700 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 7000 - Execution Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

1.04 PROJECT COORDINATOR

A. Project Coordinator: Construction Manager.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for worker access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

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SBC Fire Station 227 01 3000-2 Administrative Requirements

E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. Responsibility for providing temporary utilities and construction facilities is identified in Section 01 1000 - Summary.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. Make the following types of submittals to Architect through the Project Coordinator:

1. Requests for Interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Manufacturer's instructions and field reports.

5. Progress schedules.

6. Correction Punch List and Final Correction Punch List for Substantial Completion.

7. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via email.

1. Besides submittals for review, information, and closeout, this procedure applies to

Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. It is Contractor's responsibility to submit documents in allowable format.

3. Paper document transmittals will not be reviewed; email electronic documents for review.

4. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

3.02 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, schedule of values, and progress schedule.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

6. Scheduling.

D. Record minutes and distribute copies within2 working days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.03 SITE MOBILIZATION MEETING

A. Owner will schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:

1. Contractor.

2. Owner.

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SBC Fire Station 227 01 3000-3 Administrative Requirements

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

C. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements.

3. Construction facilities and controls provided by Owner.

4. Temporary utilities provided by Owner.

5. Survey and building layout.

6. Security and housekeeping procedures.

7. Schedules.

8. Application for payment procedures.

9. Procedures for testing.

10. Procedures for maintaining record documents.

11. Requirements for start-up of equipment.

12. Inspection and acceptance of equipment put into service during construction period.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals.

B. Attendance Required:

1. Contractor.

2. Architect.

3. Contractor's superintendent.

4. Major subcontractors.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. Other business relating to work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.05 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01 3216

3.06 DAILY CONSTRUCTION REPORTS

A. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. Approximate count of personnel at Project site.

5. Safety, environmental, or industrial relations incidents.

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SBC Fire Station 227 01 3000-4 Administrative Requirements

6. Meetings and significant decisions.

7. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

8. Directives and requests of Authority(s) Having Jurisdiction (AHJ).

9. Testing and/or inspections performed.

10. Signature of Contractor's authorized representative.

11. Services connected and disconnected.

3.07 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. Provide photographs of construction throughout progress of work produced by contractor's photographer, acceptable to Architect.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Foundations in progress and upon completion.

2. Structural framing in progress and upon completion.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via email.

2. File Naming: Include project identification, date and time of view, and view identification.

3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

4. Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch.

3.08 COORDINATION DRAWINGS

A. Provide information required by Project Coordinator for preparation of coordination drawings.

B. Review drawings prior to submission to Architect.

3.09 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

B. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

2. Prepare in a format and with content acceptable to Owner.

3. Prepare using an electronic version of the form appended to this section.

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SBC Fire Station 227 01 3000-5 Administrative Requirements

C. Review Time: Architect will respond and return RFIs to Contractor within 14 calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

3.10 SUBMITTAL SCHEDULE

A. Submit to Architect for review a schedule for submittals in tabular format.

1. Coordinate with Contractor's construction schedule and schedule of values.

3.11 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals.

3.12 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.

3.13 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.14 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.15 SUBMITTAL PROCEDURES

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SBC Fire Station 227 01 3000-6 Administrative Requirements

A. General Requirements:

1. Use a single transmittal for related items.

2. Transmit using approved form.

a. Use Contractor's form, subject to prior approval by Architect.

3. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.

4. Schedule submittals to expedite the Project, and coordinate submission of related items.

a. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

b. For sequential reviews involving Architect's consultants, Owner, or another affected party, allow an additional 7 days.

B. Product Data Procedures:

1. Submit only information required by individual specification sections.

2. Collect required information into a single submittal.

3. Do not submit (Material) Safety Data Sheets for materials or products.

C. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting

Contract Documents and coordinating related work.

2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

D. Samples Procedures:

1. Transmit related items together as single package.

2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.

3. Include with transmittal high-resolution image files of samples to facilitate electronic review and approval. Provide separate submittal page for each item image.

3.16 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Architect will not acknowledge receipt, and take no other action.

C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

1. Notations may be made directly on submitted items and/or listed on appended Submittal

Review cover sheet.

D. Architect's and consultants' actions on items submitted for review:

1. Final Unrestricted Release: When the Architect marks a submittal "No Exception Taken", the work covered by the submittal may proceed provided it complies with requirements of the Contract Documents.

2. Authorizing purchasing, fabrication, delivery, and installation:

a. "No Exception Taken".

b. "Make Corrections Noted", or language with same legal meaning.

1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.

3. Not Authorizing fabrication, delivery, and installation:

a. "Revise and Resubmit".

1) Resubmit revised item, with review notations acknowledged and incorporated.

b. "Rejected".

1) Submit item complying with requirements of Contract Documents.

E. Architect's and consultants' actions on items submitted for information:

1. Items for which no action was taken:

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SBC Fire Station 227 01 3000-7 Administrative Requirements

a. "Received" - to notify the Contractor that the submittal has been received for record only.

2. Items for which action was taken:

a. "Reviewed" - no further action is required from Contractor.

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SBC Fire Station 227 01 3114-1 Facility Services Coordination

SECTION 01 3114

FACILITY SERVICES COORDINATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Services of a coordinator for facility services construction.

1.02 RELATED REQUIREMENTS

A. Section 01 3000 - Administrative Requirements: Additional requirements for coordination.

B. Section 01 6000 - PRODUCT REQUIREMENTS: Spare parts and maintenance materials.

C. Section 01 7800 - Closeout Submittals: Project record documents.

1.03 MECHANICAL AND ELECTRICAL COORDINATOR

1.04 SUBMITTALS

A. Submit name, address, and telephone number of coordinator and name of principal officer for review.

B. Submit coordination drawings and schedules prior to submitting shop drawings, product data, and samples.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 COORDINATION REQUIRED

A. Coordinate the work listed below:

1. Fire Suppression: Division 21.

2. Plumbing: Division 22.

3. Heating, Ventilating, and Air Conditioning: Division 23.

4. Electrical: Division 26.

5. Communications: Division 27.

6. Electronic Safety and Security: Division 28.

7. Site Utilities: Division 33.

B. Coordinate progress schedules, including dates for submittals and for delivery of products.

C. Conduct meetings among subcontractors and others concerned, to establish and maintain coordination and schedules, and to resolve coordination matters in dispute.

D. Participate in progress meetings. Report on progress of work to be adjusted under coordination requirements, and any required changes in schedules. Transmit minutes of meetings and reports to concerned parties.

3.02 COORDINATION OF SUBMITTALS

A. Review shop drawings, product data, and samples for compliance with Contract Documents and for coordination with related work. Transmit copies of reviewed documents to Architect.

3.03 OBSERVATION OF WORK

A. Observe work for compliance with Contract Documents.

B. Maintain a list of observed deficiencies and defects; promptly submit.

3.04 DOCUMENTATION

A. Observe and maintain a record of tests. Record:

1. Name of Contractor, subcontractor, and ________.

2. Name of testing agency and name of inspector.

3. Date, time, and duration of tests.

B. Submit copies of documentation to Architect upon request.

3.05 EQUIPMENT START-UP

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SBC Fire Station 227 01 3114-2 Facility Services Coordination

A. Verify utilities, connections, and controls are complete and equipment is in operable condition as required by Section 01 7000.

3.06 INSPECTION AND ACCEPTANCE OF EQUIPMENT

A. Prior to inspection, verify that equipment is tested, operational, clean, and ready for operation.

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SBC Fire Station 227 01 4200-1 REFERENCE STANDARDS AND

DEFINITIONS

SECTION 01 4200

REFERENCE STANDARDS AND DEFINITIONS

PART 1 GENERAL

1.01 REFERENCES

A. The Contract Documents contain references to various standard specifications, codes, practices and requirements for materials, work quality, installation, inspections and tests, which references are published and issued by the organizations listed hereinafter by abbreviation and name. Such references are hereby made a part of these Contract Documents to the extent indicated or required.

1.02 DEFINITIONS

A. General: Basic contract definitions are included in the General and Special Conditions of the

Contract.

B. "Indicated": The term "indicated" refers to graphic representations, notes or schedules on the

Drawings; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" are used to help the user locate the reference. Location is not limited.

C. "Directed": Terms such as "directed", "requested", "authorized", "selected", "approved", "required" and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases.

D. "Approved": The term "approved", when used in conjunction with the Architect's action on the Contractor's submittals, applications and requests, is limited to the Architect's duties and responsibilities as stated in the General and Special Conditions of the Contract.

E. "Regulations": The term "regulations" includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": The term "furnish" means to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations.

G. "Install": The term "install" describes operations at the project site including the actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use.

I. "Installer": An installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor or contractor of lower tier, who performs a particular construction activity including installation, erection, application, or similar opertions. Installers are required to be experienced in the operations they are engaged to perform.

1. The term "experienced", when used with the term "installer", means having successfully completed previous projects similar in size and scope to this project, being familiar with the specfied requirements indicated; and having complied with requirements of authorities having jurisdiction.

2. Trades: Using terms such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name.

3. Assigning Specialists: Certain sections of the Specifications require that specific construction activties shall be performed by specialists who are recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling contract requirements remains with the Contractor.

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a. This requirement shall not be interpreted to conflict with enforcing building codes and similar regulations governing the work. It is also not intended to interfere with local trade-union jurisdictional settlements and similar conventions.

J. "Project Site" is the spce available to the Contractor for performing construction activities, either exclusively or in conjunction with others performing work as part of the Project. The extent of the project site is shown on the drawings and may or may not be identical with the description of the land on which the Project is to be built.

K. "Testing Agencies": A testing agency is an independent entity engaged to perform specific inspections or tests, either at the project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.

1.03 SPECIFICATION FORMAT AND CONTENT EXPLANATION

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 2004 "Masterformat" numbering system.

B. Specification Content: These Specifications use certain conventions for the style of language and the intended meaning of certain terms, words and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate words implied, but not stated, shall be interpolated as the sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by the Contractor.

At certain locations in the text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted.

a. The words "shall", "shall be" or "shall comply with", depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.04 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such Standards are made a part of the Contract Documents by reference.

B. When the effective date of a Reference Standard is not given, it shall be understood that the current edition or latest revision thereof and any amendments or supplements thereto in effect on the date of issue of these Contact Documents, as indicated by the date on the cover sheet or in the Invitation to Bid, shall govern the work.

C. Conflicting Requirements: Where compliance with 2 or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the Architect for a decision before proceeding.

1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to the Architect for a decision before proceeding.

D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

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1. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them available on request.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. The following list of general reference standards is common to the construction industry. This list is not all-inclusive nor does the presence of a reference standard imply necessarily that it is referenced in the Specifications or other Contract Documents.

F.

G. AAAluminum Association H. AABCAssociated Air Balance Council I. AAMAAmerican Architectural Manufacturers Association J. AASHTOAmerican Association of State Highway and Transportation Officials K. ACIAmerican Concrete Institute International L. ADCAmerican Diffusion Council M. AGAAmerican Gas Association N. AIAAmerican Institute of Architects O. AISCAmerican Institute of Steel Construction P. AISIAmerican Iron and Steel Institute Q. ALSCAmerican Lumber Standards Committee R. AMCAAir Movement and Control Association International S. ANSIAmerican National Standards Institute T. APAEngineered Wood Association (Formerly American Plywood Ass'n) U. ARIAir Conditioning and Refrigeration Institute V. ASCEAmerican Society of Civil Engineers W. ASHRAEAmerican Society of Heating, Refrigerating and Air Conditioning Engrs X. ASMEThe American Society of Mechanical Engineers Y. ASPEAmerican Society of Plumbing Engineers Z. ASSEThe American Society of Sanitary Engineers AA. ASTMAmerican Society for Testing and Materials BB. AWIArchitectural Woodwork Institute CC. AWSAmerican Welding Society DD. BHMABuilders Hardware Manufacturers Association EE. BIABrick Industry Association FF. CISCACeilings & Interior Systems Construction Association GG. CISPICast Iron Soil Pipe Institute HH. CLFMIChain Link Fence Manufacturers Institute II. CRSIConcrete Reinforcing Steel Institute JJ. DHIDoor and Hardware Institute (Formerly Ntl. Builders Hardware Assoc) KK. EIMAEIFS Industry Manufacturers Association LL. FGMAFlat Glass Marketing Association MM. FMFactory Mutual Research Corporation

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NN. GAGypsum Association OO. GANAGlass Association of North America PP. IAPMOInternational Association of Plumbing and Mechanical Officials QQ. ICBOInternational Conference of Building Officials RR. ICCInternational Code Council SS. IEEEInstitute of Electrical and Electronics Engineers TT. IESNAIlluminating Engineering Society of North America UU. IGCCInsulating Glass Certification Council VV. MBMAMetal Building Manufacturers Association WW. NAAMMThe National Association of Architectural Metal Manufacturers XX. NCMANational Concrete Masonry Association YY. NEBBNational Environmental Balancing Bureau ZZ. NECANational Electrical Contractors Association AAA. NEMANational Electrical Manufacturers Association BBB. NETANational Electrical Contractors Association CCC. NFPANational Fire Protection Association DDD. NRCANational Roofing Contractors Association EEE. NSFNSF International (National Sanitation Foundation) FFF. PCAPortland Cement Association GGG. PDIPlumbing and Drainage Institute HHH. SDISteel Door Institute III. SGCCSafety Glazing Certification Council JJJ. SJISteel Joist Institute KKK. SMACNASheet Metal and Air Conditioning Contractors' National Association LLL. TCATile Council of America MMM. UBCUniform Building Code (International Conference of Building Officials) NNN. ULUnderwriters Laboratories, Inc.

OOO. WCLIBWest Coast Lumber Inspection Bureau PPP. WDMAWindow and Door Manufacturers Association (Formerly NWWDA) QQQ. WI Woodwork Institute RRR. Federal Government Agencies and Acronyms: Names and titles of Federal Government standards - or specification-producing agencies are often abbreviated. The following abbreviations and acronyms which may be referenced in the Contract Documents indicate names of standards - or specification-producing agencies of the Federal Government. This list is not all-inclusive nor does presence on the list imply necessarily that the abbreviation is referenced in the Specifications or other Contract Documents.

SSS.

TTT. ADAAmericans with Disabilities Act UUU. CFRCode of Federal Regulations VVV. COECorps of Engineers, U S Army WWW. CPSCConsumer Product Safety Commission XXX. DOCDepartment of Commerce

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YYY. DOTDepartment of Transportation ZZZ. EPAEnvironmental Protection Agency AAAA. FAAFederal Aviation Adiministration BBBB. FCCFederal Communications Commission CCCC. FDAFood and Drug Administration DDDD. FHAFederal Housing Administration EEEE. FSFederal Specifications and Standards (General Services Admin) FFFF. GSAGeneral Services Administration GGGG. MILMilitary Specifications and Standards (U S Dept of Defense) HHHH. NISTNational Institute of Standards and Technology IIII. OSHAOccupational Safety and Health Administration (U S Dept ofLabor) JJJJ. PSProduct Standards (U S Dept of Commerce) KKKK. USDAUnited States Department of Agriculture LLLL. USPSUnited States Postal Service

MMMM.

PART 2 PRODUCTS

2.01 -- NOT APPLICABLE --

2.02

PART 3 EXECUTION

3.01 -- NOT APPLICABLE --

END OF SECTION 01 42 00

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SECTION 01 4500

QUALITY CONTROL

PART 1 GENERAL

1.01 SUMMARY

A. This section includes administrative and procedural requirements for quality-control services.

B. Quality-Control services include inspections, tests and related actions, including reports performed and/or directed by the Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Architect.

C. Inspection and testing services are required to verify compliance with requirements specified or indicated in the Construction Documents. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.

1.02 RESPONSIBILITIES

A. Owner will employ and pay for services of an Independent Testing Laboratory to perform specified inspections and testing.

B. Contractor Responsibilities:

1. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the work, and to manufacturer's facilities.

3. Provide incidental labor and facilities to provide access to work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples.

4. Notify Architect/Engineer and laboratory 24 hours prior to expected time for operations requiring inspection and testing services.

a. Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections, tests and other quality-control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction.

Costs for these services are included in the Contract Sum.

1) Where individual sections specifically indicate that certain inspections, tests, and other quality-control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality-control services. Costs for these services are included in the Contract Sum.

C. Retesting: The Contractor is responsible for retesting where results of inspections, tests or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements.

1. The cost of retesting construction, revised or replaced by the Contractor or Trade

Subcontractor, is the Trade Subcontractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements.

2. Associated Services: Cooperate with agencies performing required inspections, tests and similar services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following:

a. Provide security and protection of samples and test equipment a the project site.

D. Duties of the Testing Agency: The Independent Agency engaged to perform inspections, sampling and testing of materials and construction specified in individual sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provie qualified personnel to perform required inspections and tests.

1. The agency shall notify the Architect and the Contractor promptly of irregularities or deficiencies observed in the work during performance of its services.

2. The agency is not authorized to release, revoke, alter or enlarge requirements of the

Contract Documents or approve or accept any portion of the work.

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E. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests.

1. The Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities.

F. Owner reserves the right to employ an Indepentant Testing agency at any time.

1.03 SUBMITTALS

A. The Independent Testing Agency shall submit a certified written report, in duplicate, of each inspection, test or similar service to the Architect and Structural Engineer. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service through the Contractor.

1. Submit additional copies of each written report directly to the governing authority, when the authority so directs.

2. Report Data: Written reports of each inspection, test or similar service include, but are not limited to, the following:

a. Date of issue.

b. Project title and number.

c. Name, address and telephone number of testing agency.

d. Dates and locations of samples and tests or inspections.

e. Names of individuals making the inspection or test.

f. Designation of the work and test method.

g. Identification of product and Specification Section.

h. Complete inspection or test data.

i. Test results and an interpretation of test results.

j. Ambient conditions at the time of sample taking and testing.

k. Comments or professional opinion on whether inspected or tested work complies with

Contract Document requirements.

l. Name and signature of laboratory inspector.

m. Recommendations on retesting.

1.04 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referrred to a Reference Standards, comply with requirements of the Standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to Reference Standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of Standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning and progress of the specific work, until

Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

F. Neither the contractural relationships, duties or responsibilities of the parties in contract nor those of Architect shall be altered from the Contract Documents by mention or inference in any reference document.

1.05 QUALITY ASSURANCE

A. Qualifications of Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are prequalified as complying with the American Council of Independet Laboratories' "Recommended Requirements for Independet Laboratory Qualification" and that specialize in the types of…