ATT-PFMD-060826-11-Technical Specifications - SHR HDDC Recreation Cntr Yard Dvdrs.pdf

1177 Idaho St.

Suite 200

Redlands, CA. 92374

Ph: 909-335-7400

Fax: 909-335-7299

San Bernardino County

Sheriff’s High Desert Detention Center Recreation Yard Dividers

Specifications

9438 Commerce Way Adelanto, CA 92301

Project #10.10.1842

Prepared by MILLER Architectural Corporation

Table of Contents - 1 - 01 0000

TABLE OF CONTENTS

SPECIFICATIONS

D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S

01 1000 SUMMARY

01 1100 SUMMARY OF WORK

01 1400 WORK RESTRICTIONS

01 2000 PRICE AND PAYMENT PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3000 ADMINISTRATIVE REQUIREMENTS

01 3100 PROJECT MANAGEMENT AND COORDINATION

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 3500 SPECIAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 4000 QUALITY REQUIREMENTS

01 4100 REGULATORY REQUIREMENTS

01 4200 REFERENCES

01 4301 QUALITY ASSURANCE – QUALIFICATIONS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 5200 CONSTRUCTION FACILITIES

01 5400 CONSTRUCTION AIDS

01 5600 TEMPORARY BARRIERS AND ENCLOSURES

01 6000 PRODUCT REQUIREMENTS

01 6100 COMMON PRODUCT REQUIREMENTS

01 6200 PRODUCT OPTIONS

01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

01 7300 EXECUTION

01 7400 CLEANING AND WASTE MANAGEMENT

01 7700 CLOSEOUT PROCEDURES

01 7800 CLOSEOUT SUBMITTALS

Table of Contents - 2 - 01 0000

D I V I S I O N 02: E X I S T I N G C O N D I T I O N S

02 4000 D E M O L I T I O N A N D S T R U C T U R E M O V I N G

02 4119 SELECTIVE STRUCTURE DEMOLITION

D I V I S I O N 0 3: CONCRETE

03 3000 CAST-IN-PLACE CONCRETE

03 3000 CAST-IN-PLACE STRUCTURAL CONCRETE

03 3517 CEMENTITIOUS OVERLAY CONCRETE KOOL DECK FINISHING SYSTEM

D I V I S I O N 04: M A S O N R Y

04 2000 U N I T M A S O N R Y

04 2000 ARCHITECTURAL CONCRETE UNIT MASONRY

D I V I S I O N 05: M E T A L S

05 1000 S T R U C T U R A L M E T A L F R A M I N G

05 1200 STRUCTURAL STEEL FRAMING

05 5000 M E T A L F A B R I C A T I O N S

05 5000 METAL FABRICATIONS

D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N

07 2000 T H E R M A L P R O T E C T I O N

07 2616 BELOW-GRADE VAPOR RETARDERS

07 9000 J O I N T P R O T E C T I O N

07 9213 Elastomeric Joint Sealants

D I V I S I O N 0 8: O P E N I N G S

08 4000 E N T R A N C E S, S T O R E F R O N T S, A N D CURTAIN WALLS

08 4113 ALUMINUM-FRAMED WINDOW SYSTEM

Table of Contents - 3 - 01 0000

08 8000 G L A Z I N G

08 8100 Glass Glazing

D I V I S I O N 09: F I N I S H E S

09 2000 P L A S T E R A N D G Y P S U M B O A R D

09 2216 NON-STRUCTURAL METAL FRAMING

09 2236 LATH

09 2423 PORTLAND CEMENT STUCCO

09 2900 GYPSUM BOARD

09 9000 P A I N T S A N D C O A T I N G S

09 9001 COMMON PAINTING AND COATING REQUIREMENTS

09 9112 EXTERIOR PAINTED FERROUS METAL

09 9113 EXTERIOR PAINTED GALVANIZED METAL

09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER STUCCO

09 9124 INTERIOR PAINTED METAL

D I V I S I O N 10: S P E C I A L T I E S

10 2000 S P E C I A L T I E S

10 2213 EXPANDED METAL MESH FOR PARTITIONS

D I V I S I O N 26: E L E C T R I C A L

26 0000 C O M M O N W O R K R E S U L T S F O R E L E C T R I C A L

26 0000 GENERAL ELECTRICAL REQUIREMENTS

D I V I S I O N 31: E A R T H W O R K

31 2000 E A R T H M O V I N G

31 2316 EXCAVATION

31 2323 FILL AND AGGREGATE BASE

END OF TABLE OF CONTENTS

Table of Contents - 1 - 01 0000

D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S

01 1000 SUMMARY

01 1100 SUMMARY OF WORK

01 1400 WORK RESTRICTIONS

01 2000 PRICE AND PAYMENT PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3000 ADMINISTRATIVE REQUIREMENTS

01 3100 PROJECT MANAGEMENT AND COORDINATION

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 3500 SPECIAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 4000 QUALITY REQUIREMENTS

01 4100 REGULATORY REQUIREMENTS

01 4200 REFERENCES

01 4301 QUALITY ASSURANCE – QUALIFICATIONS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 5200 CONSTRUCTION FACILITIES

01 5400 CONSTRUCTION AIDS

01 5600 TEMPORARY BARRIERS AND ENCLOSURES

01 6000 PRODUCT REQUIREMENTS

01 6100 COMMON PRODUCT REQUIREMENTS

01 6200 PRODUCT OPTIONS

01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

01 7300 EXECUTION

01 7400 CLEANING AND WASTE MANAGEMENT

01 7700 CLOSEOUT PROCEDURES

01 7800 CLOSEOUT SUBMITTALS

Project # 10.10.1842 San Bernardino County

Sheriff’s HDDC Recreation Yard Dividers

Summary of Work - 1 - 01 1100

SECTION 01 1100

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements Summary of Work requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Provisions contained in Division 01 apply to Sections of Divisions 02 through 49 of Specifications.

Instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, obligations set forth in Contract Documents are obligations of Contractor.

B. Contractor shall furnish total labor, materials, equipment, and services necessary to perform The Work in accordance with Contract Documents.

PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION Not Used

END OF SECTION

Project # 10.10.1842 San Bernardino County

Work Restrictions - 1 - 01 1400

SECTION 01 1400

WORK RESTRICTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for Work Restrictions.

1.2 PROJECT CONDITIONS

A. During construction period, Contractor will have use of premises for construction operations.

Contractor will ensure that Contractor, its employees, subcontractors, and their employees comply with following requirements:

1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site beyond Contract limits.

2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project site.

3. Do not allow use of tobacco in any form on Project Site.

4. Do not allow pornographic or other indecent materials on site.

5. Do not allow work on Project site on Sundays except for emergency work.

6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing The Work.

7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on Project Site.

8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music within existing facilities.

9. Do not build fires on Project Site.

10. Do not allow weapons on Project Site, except those carried by law enforcement officers or other uniformed security personnel who have been retained by Owner or Contractor to provide security services.

B. Existing Facilities:

1. Provide reasonable access and use of existing site.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Payment Procedures - 1 - 01 2900

SECTION 01 2900

PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements to prepare and process Applications for Payments.

1.2 PAYMENT REQUESTS

A. Use Payment Request forms per by Owner direction.

B. Each Payment Request will be consistent with previous requests and payments certified by Architect and paid for by Owner.

C. Request Preparation:

1. Complete every entry on Payment Request form.

2. Entries will match data on approved schedule of values and Contractor's Construction Schedule.

Use updated schedules if revisions have been made.

3. Submit signed Payment Request to Architect with current Construction Schedule.

D. Provide following submittals before or with submittal of Initial Payment Request:

1. List of Subcontractors.

2. Initial progress report.

3. Contractor's Construction Schedule.

4. Submittal Schedule.

1.3 SCHEDULE OF VALUES

A. Submit schedule of values on Owner’s standard form to Architect 10 days minimum before submission of Initial Payment Request as a necessary condition before payment will be processed.

Coordinate preparation of schedule of values with preparation of Contractor's Construction Schedule.

Correlate line items in Schedule of Values with other required administrative schedules and forms, including:

1. Contractor's Construction Schedule.

2. Payment Request form.

3. Schedule of Allowances.

4. Schedule of Alternates.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Project Management and Coordination - 1 - 01 3100

SECTION 01 3100

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for Project Management and Coordination on

Projects.

1.2 PROJECT COORDINATION

A. Project designation for this Project is Sheriff’s HDDC Recreation Yard Dividers Project.

B. This Project designation will be included on documents generated for Project by Contractor and Subcontractors, or be present on a cover letter accompanying such documents.

1.3 MULTIPLE CONTRACT COORDINATION

A. Contractor shall be responsible for accurately maintaining and reporting schedule of The Work from Notice to Proceed to date of Substantial Completion.

B. Contractor shall be responsible for providing Temporary Facilities And Controls for those who perform work on Project from Notice to Proceed to date of Substantial Completion.

C. Contractor shall be responsible for providing Construction Waste Management And Disposal services for those who perform work on Project from Notice to Proceed to date of Substantial Completion.

D. Contractor shall be responsible for Final Cleaning for entire Project Site.

1.4 PROJECT MEETINGS AND CONFERENCES

A. Preconstruction Conference:

1. Attend preconstruction conference and organizational meeting scheduled by Architect at Project site or other convenient location.

2. Be prepared to discuss items of significance that could affect progress, including such topics as:

a. Construction schedule.

b. Critical Work sequencing.

c. Current problems.

d. Designation of responsible personnel.

e. Material/Distribution of Contract Documents.

f. Equipment deliveries and priorities.

g. General schedule of inspections by Architect and its consultants.

h. General inspection of tests.

i. Office, work, and storage areas.

j. Preparation of record documents and O & M manuals.

k. Procedures for processing interpretations and Modifications.

l. Procedures for processing Payment Requests.

m. Project cleanup.

Project # 10.10.1842 San Bernardino County

Project Management and Coordination - 2 - 01 3100

n. Security.

o. Submittal of Product Data, Shop Drawings, Samples, Quality Assurance / Control submittals.

p. Use of the premises.

q. Work restrictions.

r. Working hours.

B. Progress Meetings:

1. Attend progress meetings at Project site at regularly scheduled intervals determined by Owner, at least once a month.

2. Progress meetings will be open to Owner, Architect, Subcontractors, and anyone invited by

Owner, Architect, and Contractor.

3. Be prepared to discuss items of significance that could affect progress, including following:

a. Progress since last meeting.

b. Whether Contractor is on schedule.

c. Activities required to complete Project within Contract Time.

d. Off-site fabrication problems.

e. Access.

f. Site use.

g. Temporary facilities and services.

h. Hours of work.

i. Hazards and risks.

j. Project cleanup.

k. Quality and Work standards.

l. Status of pending modifications.

m. Documentation of information for Payment Requests.

n. Maintenance of Project records.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Construction Progress Documentation - 1 - 01 3200

SECTION 01 3200

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for documenting the progress of construction during performance of the Work.

1.2 SCHEDULING OF WORK

A. Bar Chart Schedule:

1. Submit horizontal bar chart schedule before Preconstruction Conference. Provide separate time bar for each construction activity listed on Owner’s payment request form. Within each time bar, show estimated completion percentage. Provide continuous vertical line to identify first working day of each week. Show each activity in chronological sequence. Show graphically sequences necessary for completion of related portions of The Work. As The Work progresses, place contrasting mark in each bar to indicate actual completion.

2. Provide copies of schedule for Architect and Owner and post copy in field office.

3. Revise schedule monthly. Send copy of revised schedule to Owner and Architect and post copy in field office.

B. Daily Construction Reports:

1. Prepare daily reports of operations at Project including at least following information:

a. List of Subcontractors at site.

b. Approximate count of personnel at site by trade.

c. High and low temperatures, general weather conditions.

d. Major items of equipment on site.

e. Materials or equipment items arriving at or leaving site.

f. Accidents and unusual events.

g. Site or structure damage by water, frost, wind, or other causes.

h. Meetings, conferences, and significant decisions.

i. Visitors to the job including meeting attendees.

j. Stoppages, delays, shortages, losses.

k. Any tests made and their result if known.

l. Meter readings and similar recordings.

m. Emergency procedures.

n. Orders and requests of governing authorities.

o. Modifications received, carried out.

p. Services connected, disconnected.

q. Equipment or system tests and start-ups.

r. Brief summary of work accomplished that day.

s. Signature of person preparing report.

2. Submit daily reports to Architect at least weekly.

3. Maintain copies of daily reports at field office.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Submittal Procedures 1 01 3300

SECTION 01 3300

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for Submittal Procedures.

1.2 SUBMITTAL SCHEDULE

A. Furnish submittal schedule within 10 days after receipt of Notice to Proceed, listing items specified to be furnished for review to Architect including product data, shop drawings, samples, and Informational submittals.

1. Coordinate submittal schedule with Contractor's construction schedule.

2. Enclose the following information for each item:

a. Scheduled date for first submittal.

b. Related Section number.

c. Submittal category.

d. Name of Subcontractor.

e. Description of part of the Work covered.

f. Scheduled date for resubmittal.

g. Scheduled date for Architect's final release or approval.

B. Print and distribute copies to Architect and Owner and post copy in field office. When revisions are made, distribute to same parties and post in same location.

C. Revise schedule monthly. Send copy of revised schedule to Owner and Architect.

1.3 SUBMITTAL PROCEDURES

A. Coordination:

1. Coordinate preparation and processing of submittals with performance of construction activities.

Transmit each submittal sufficiently before performance of related construction activities to avoid delay.

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

b. Coordinate transmittal of different types of submittals required for related elements of The

Work so processing will not be delayed by need to review submittals concurrently for coordination. Architect reserves right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

2. Processing Time:

a. Allow sufficient review time so installation will not be delayed by time required to process submittals, including time for resubmittals.

1) Allow 14 days for initial review. Allow additional time if processing must be delayed to allow coordination with subsequent submittals. Architect will promptly advise Contractor when submittal being processed must be delayed for coordination.

2) If an intermediate submittal is necessary, process same as initial submittal.

3) Allow 7 days for reprocessing each submittal.

Project # 10.10.1842 San Bernardino County

Submittal Procedures 2 01 3300

4) No extension of Contract Time will be authorized because of failure to transmit submittals to Architect in sufficient time before work is to be performed to allow processing.

3. Identification:

a. Place permanent label or title block on each submittal for identification. Include name of entity that prepared each submittal on label or title block.

1) Provide space approximately 4 by 5 inches on label or beside title block on Shop

Drawings to record Contractor's review and approval markings and action taken.

2) Include following information on label for processing and recording action taken:

a) Project name.

b) Date.

c) Name and address of Architect.

d) Name and address of Contractor.

e) Name and address of Subcontractor.

f) Name and address of supplier.

g) Name of manufacturer.

h) Number and title of appropriate Specification Section.

i) Drawing number and detail references, as appropriate.

4. Transmittal:

a. Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using transmittal letter. On transmittal, record relevant information and requests for data. Include Contractor's certification that information complies with Contract Document requirements, or, on form or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations.

b. Submittals received from sources other than Contractor or not marked with Contractor's approval will be returned without action.

1.4 ACTION SUBMITTALS

A. Product Data:

1. Submit Product Data, as required by individual Sections of Specifications.

2. Mark each copy of each set of submittals to show choices and options used on Project. Where printed Product Data includes information on products that are not required for Project, mark copies to indicate information relating to Project.

3. Certify that proposed product complies with requirements of Contract Documents. List any deviations from those requirements on form or separate sheet.

4. Submit electronic copy each required submittal unless otherwise required. Architect will return submittal marked with action taken and with corrections or modifications required.

B. Shop Drawings:

1. Submit newly prepared graphic data to accurate scale. Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36 by 48 inches. Highlight, encircle, or otherwise show deviations from Contract Documents. Include following information as a minimum:

a. Dimensions.

b. Identification of products and materials included.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

2. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings.

Standard printed information prepared without specific reference to Project is not acceptable as Shop Drawings.

3. Review and designate (stamp) approval of shop drawings. Unless otherwise specified, submit to Architect electronic copy of shop drawings required by Contract Documents. Shop drawings not required by Contract Documents, but requested by Contractor or supplied by Subcontractor, need not be submitted to Architect for review.

Project # 10.10.1842 San Bernardino County

Submittal Procedures 3 01 3300

C. Samples:

1. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern.

a. Mount, display, or package Samples so as to ease review of qualities specified. Prepare

Samples to match samples provided by Architect, if applicable. Include following:

1) Generic description of Sample.

2) Sample source.

3) Product name or name of manufacturer.

4) Compliance with recognized standards.

5) Availability and delivery time.

2. Submit 3 Physical Samples for review of kind, color, pattern, and texture, for final check of these characteristics with other elements, and for a comparison of these characteristics between final submittal and actual component as delivered and installed. Color card is not acceptable.

a. Where variations in color, pattern, texture or other characteristics are inherent in material or product represented, submit set of three samples minimum that show approximate limits of variations.

b. Refer to other specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics.

c. Refer to other Sections for Samples to be returned to Contractor for incorporation into The Work. Such Samples shall be undamaged at time of use. On transmittal, indicate special requests regarding disposition of Sample submittals.

3. Where Samples are for selection of color, pattern, texture, or similar characteristics from a range of standard choices, submit full set of choices for material or product. Preliminary submittals will be reviewed and returned with Architect's mark indicating selection and other action.

4. Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three sets. One will be returned marked with action taken.

5. Samples, as accepted and returned by Architect, will be used for quality comparisons throughout course of construction.

a. Unless noncompliance with Contract Documents is observed, submittal may serve as final submittal.

b. Sample sets may be used to obtain final acceptance of construction associated with each set.

1.5 INFORMATIONAL SUBMITTALS

A. Informational submittals are design data, test reports, certificates, manufacturer's instructions, manufacturer's field reports, and other documentary data affirming quality of products and installations. Submit electronic copy of each required submittal unless otherwise required. Architect will return electronic copy marked with action taken and with corrections or modifications required.

1. Certificates: Describe certificates intended to document affirmations by Contractor or others that the work is in accordance with the Contract Documents, but do not repeat provisions of Parts 2 or 3.

2. Delegated Design Submittals / Design Data: Describe submittals intended to demonstrate design work prepared by Contractor’s licensed professionals.

3. Test And Evaluation Reports: Describe submittal of test reports or evaluation service reports intended to document required tests.

4. Manufacturer Instructions: Describe submittals intended to document manufacturer instructions.

5. Source Quality Control Submittals: Describe submittal of source quality control documentation.

6. Field Quality Control Submittals: Describe submittal of field quality control documentation.

Project # 10.10.1842 San Bernardino County

Submittal Procedures 4 01 3300

7. Manufacturer Reports: Describe submittal of Manufacturer reports as documentation of manufacturer activities.

8. Special Procedure Submittals: Describe submittals intended to document special procedures.

An example would be construction staging or phasing for remodeling an existing facility while keeping it in operation. While the Contractor would normally be responsible for managing this, submittal of his plan as documentation could be specified.

9. Qualification Statements: Describe submittals intended to document qualifications of entities employed by Contractor.

1.6 CLOSEOUT SUBMITTALS

A. This title groups submittals that occur during project closeout. Coordinate with section 01 7800 Closeout Submittals.

1. Maintenance Contracts: Describe submittal of the maintenance contract.

2. Operations & Maintenance Data: Describe submittal of operation and maintenance data necessary for products of the Section.

3. Bonds: Describe submittals of bonds specific to this Section.

4. Warranty Documentation: Describe submittal of final executed warranty document.

5. Record Documentation: Describe submittal of record documentation specific to this Section.

6. Software: Describe submittal of extra copy operating system and other utility software necessary to operate and maintain software during life of product.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. This title groups maintenance material submittals required by Section.

1. Spare Parts: Describe spare parts necessary for Owner’s use in facility operation and maintenance. ‘Parts’ are generally understood to be items such as filters, motor drive belts, lamps, and other similar manufactured items that require only simple replacement.

2. Extra Stock Materials: Describe extra stock materials to be provided for Owner’s use in facility operation and maintenance. Extra stock materials are generally understood to be items such as ceiling tiles, flooring, paint etc.

3. Tools and Software:

a. Describe tools to be provided for Owner’s use in facility operation and maintenance. Tools are generally understood to be wrenches, gauges, circuit setters, etc, required for proper operation or maintenance of a system.

b. If necessary, describe submittal of an extra copy of operating system and other utility software necessary to operate and maintain the software during expected life of product.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Special Procedures - 1 - 01 3500

SECTION 01 3500

SPECIAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for Special Procedures.

1.2 ACCELERATION OF WORK

A. Complete The Work in accordance with Construction Schedule. If Contractor falls behind schedule, take such actions as are necessary, at no additional expense to Owner, to bring progress of The Work back in accordance with schedule.

B. Owner may request proposal for completion of The Work at date earlier than expiration of Contract Time. Promptly provide requested proposal showing cost of such acceleration of The Work. Consult with Owner and Architect regarding possible options to decrease cost of such acceleration. If Owner determines to order acceleration of The Work, change in Contract Sum and Contract Time resulting from acceleration will be included in a Change Order.

1.3 OWNER’S SAFETY REQUIREMENTS

A. Personal Protection:

1. Contractor shall ensure:

a. Positive means of fall protection, such as guardrails system, safety net system, personal fall arrest system, etc, is provided to employees whenever exposed to a fall six feet or more above a lower level.

b. Personnel working on Project shall wear hard hats and safety glasses as required by regulation and hazard.

c. Personnel working on Project shall wear long or short sleeve shirts, long pants, and hard-toed boots or other sturdy shoes appropriate to type and phase of work being performed.

B. Contractor Tools And Equipment:

1. Contractor shall ensure:

a. Tools and equipment are in good working condition, well maintained, and have necessary guards in place.

b. Ground Fault Circuit Interrupters (GFCI) is utilized on power cords and tools.

c. Scaffolding and man lifts are in good working condition, erected and maintained as required by governmental regulations.

d. Ladders are in good condition, well maintained, used as specified by Manufacturer, and secured as required.

C. Miscellaneous:

1. Contractor shall ensure:

a. Protection is provided on protruding rebar and other similar objects.

b. General Contractor Superintendent has completed the OSHA 10-hour construction outreach training course or equivalent.

c. Implementation and administration of safety program on Project.

Project # 10.10.1842 San Bernardino County

Special Procedures - 2 - 01 3500

d. Material Safety Data Sheets (MSDS) are provided for substances or materials for which an MSDS is required by governmental regulations before bringing on site.

e. Consistent safety training is provided to employees on Project.

2. Report accidents involving injury to employees on Project that require off-site medical treatment to Owner’s designated representative.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

Quality Requirements - 1 - 01 4000

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are used to verify compliance with requirements specified or indicated.

These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.

1. Specific quality assurance and quality control requirements for individual construction activities are specified in Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality control procedures that facilitate compliance with Contract Document requirements.

3. Requirements for Contractor to provide quality assurance and quality control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

C. Related Requirements:

1. Section 01 3300: ‘Submittal Procedures’.

2. Section 01 4301: ‘Quality Assurance – Qualifications’ establishes minimum qualification levels required.

3. Divisions 01 thru 49 establish responsibility for providing specific testing and inspections.

1.3 REFERENCES

A. Association Publications:

1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections.

Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15th St., NW, Washington, DC 20005; 202-347-7474; www.acec.org).

2. International Code Council (IBC):

a. IBC Chapter 17, ‘Structural Tests and Special Inspections’.

3. The American Institute of Architects. AIA Document A201, General Conditions of the Contract for Construction. Washington, DC. 2007.

4. The Construction Specifications Institute. Project Resource Manual/CSI Manual of Practice, 5th Edition. New York, McGraw-Hill, 2005.

B. Definitions:

1. Accreditation: Process in which certification of competency, authority, or credibility is presented.

Verify that laboratories have an appropriate quality management system and can properly perform certain test methods (e.g., ANSI, ASTM, and ISO test methods) and calibration parameters according to their scopes of accreditation.

2. Approved: To authorize, endorse, validate, confirm, or agree to.

http://www.acec.org/ http://en.wikipedia.org/wiki/Certification

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Quality Requirements - 2 - 01 4000

3. Contract Documents: Engineering and Architectural Drawings and Specifications issued for construction, plus clarification drawings, addenda, approved change orders and contractor designed elements.

4. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with requirements indicated; and having complied with requirements of authorities having jurisdiction.

5. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure compliance to Contract Documents.

6. Inspection/Special Inspection: Inspection of materials, installation, fabrication, erection or placement of components and connections requiring special expertise to ensure compliance with approved construction documents and referenced standards:

a. Inspection: Not required by code provisions but may be required by Contract Documents.

b. Special Inspection: Required by code provisions and by Contract Documents.

c. Inspection-Continuous: Full-time observation of the Work requiring inspection by approved inspector who is present in area where the Work is being performed.

d. Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by approved inspector who is present in area where the Work has been or is being performed and at completion of the Work.

7. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

a. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of corresponding generic name.

8. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Approved mockups establish standard by which the Work will be judged.

9. Observation: Visual observation of building / site elements or structural system by registered design professional for general conformance to approved construction documents at significant construction stages and at completion. Observation does not include or waive responsibility for performing inspections or special inspections.

10. Owner’s Representative: Owner’s Designated Representative (Project Manager or Facilities Manager) who will have express authority to bind Owner with respect to all matters requiring Owner’s approval or authorization.

11. Preconstruction Testing: Tests and inspections that are performed specifically for Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria.

12. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards.

13. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by Owner.

14. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by Contractor.

15. Service Provider: Agency or firm qualified to perform required tests and inspections.

16. Source Quality Control Testing: Tests and inspections that are performed at source, i.e., plant, mill, factory, or shop.

17. Special Inspection: See Inspection.

18. Special Inspector: Certified individual or firm that implements special inspection program for project.

19. Special Test: See Test.

20. Test/Special Test: Field or laboratory tests to determine characteristics and quality of building materials and workmanship.

a. Test: Not required by code provisions but may be required by Contract Documents.

b. Special Test: Required by code provisions and by Contract Documents.

21. Testing Agency: Entity engaged to perform specific tests, inspections, or both.

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Quality Requirements - 3 - 01 4000

22. Testing Agency Laboratory: Agency or firm qualified to perform field and laboratory tests to determine characteristics and quality of materials and workmanship.

23. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product, service, or system meets regulatory, standard, or specification requirements.

1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for context of requirements.

Refer uncertainties to Architect for decision before proceeding.

1.5 QUALITY ASSURANCE

A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to verify compliance and guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

1.6 QUALITY CONTROL

A. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements performed by Contractor. They do not include inspections, tests or related actions performed by Architect, Owner, governing authorities or independent agencies hired by Owner or Architect.

1. Where services are indicated as Contractor's responsibility, engage a qualified Testing Agency to perform these quality control services.

a. Contractor shall not employ same testing entity engaged by Owner, without Owner’s written approval.

B. Coordination: Coordinate sequence of activities to accommodate required quality assurance and quality control services with minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification

Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.

http://en.wikipedia.org/wiki/Standard http://en.wikipedia.org/wiki/Specification

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Quality Requirements - 4 - 01 4000

2. Comply with Contract Document requirements for Section 01 7300 “Execution” for Cutting and Patching.

B. Protect construction exposed by or for Quality Assurance and Quality Control activities.

C. Repair and protection are Contractor's responsibility, regardless of assignment of responsibility for Quality Assurance and Quality Control Services.

Project # 10.10.1842 San Bernardino County

Regulatory Requirements - 1 - 01 4100

SECTION 01 4100

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Administrative and procedural requirements for Regulatory Requirements.

1.2 ASBESTOS

A. Contract Documents for this Project have been prepared in accordance with generally accepted professional architectural and engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this Project. Notify Architect immediately for instructions if materials containing asbestos are brought to site for inclusion in the Work.

B. At Architect's direction and with Owner's approval, a certified asbestos inspector will collect samples and an independent testing laboratory will perform testing procedures on suspect materials.

C. Certify that based upon best knowledge, information, inspection, and belief no building materials containing asbestos were used in construction of Project. Submit certification on form provided by Owner.

PART 2 - PRODUCTS Not Used

Project # 10.10.1842 San Bernardino County

References - 1 - 01 4200

SECTION 01 4200

REFERENCES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To:

1. Reference standards, definitions, specification format, and industry standards.

1.2 REFERENCES

A. Definitions:

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

2. Directed: The term "directed" is a command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," and "permitted" have the same meaning as "directed."

3. Experienced: The term "experienced," when used with an entity, means having successfully completed a minimum often previous projects similar in size and scope to this Project; being familiar with the special requirements indicated, and having complied with requirements of authority having jurisdiction.

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

5. General: Basic Contract definitions are included in the Conditions of the Contract.

6. Indicated: The term "indicated" refers to requirements expressed by graphic representations, or in written form on Drawings, in Specifications, and in other Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference.

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

8. Installer: An "Installer" is the Contractor or another entity engaged by the Contractor, as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

9. Project Site: The term "Project site" means the space available for performing construction activities. 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.

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

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

12. Submitted: The terms "submitted," "reported," "satisfactory" and similar words and phrases means submitted to Architect, reported to Architect and similar phrases.

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

14. 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 tradespersons of the corresponding generic name.

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References - 2 - 01 4200

B. References Standards:

1. Specification Format: Specifications will follow MasterFormat™ 2024 for organizing numbers and titles. (The Construction Specifications Institute, Project Resource Manual/CSI Manual of Practice, 5th Edition. New York, McGraw-Hill, 2005).

a. Specification Identifications:

1) The Specifications use section numbers and titles to help cross referencing in the Contract Documents.

2) Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.

b. Specification Language:

1) Specifications should be prepared, with concern and respect for their legal status.

Specifications should be Clear, Concise, Correct and Complete.

2) Streamlining: Streamlining is used to list products, materials, reference standards, and other itemized specifications. This technique places the subject first and provides keywords for quick reference

c. Sentence Structure:

1) Specifications to be written in the “Imperative Mood”.

a) The verb that clearly defines the action becomes the first word in the sentence.

b) The imperative sentence is concise and readily understandable.

2) Streamlining is used to list products, materials, reference standards, and other itemized specifications. This technique places the subject first and provides keywords for quick reference.

d. Abbreviated Language:

1) Abbreviations should be used only on drawings and schedules where space is limited.

2) Abbreviations with multiple meanings should be avoided, unless used in different disciplines where their meaning is clear from the context in which they are used.

3) Abbreviations should be limited to five or fewer letters

a) The verb that clearly defines the action becomes the first word in the sentence.

e. Symbols:

1) Caution should apply to symbols substituted for words or terms.

f. Numbers:

1) The use of Arabic numerals rather that words for numbers is recommended.

C. Industry Standards:

1. Except where Contract Documents specify otherwise, construction industry standards will apply and are made a part of Contract Documents by reference.

2. Where compliance with two or more standards is specified and standards apparently establish different or conflicting requirements for minimum quantities or quality levels, refer to Architect for decision before proceeding. Quantity or quality level shown or specified will be minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for context of requirements. Refer uncertainties to Architect for decision before proceeding.

3. Each entity engaged in construction on Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with Contract Documents. Where copies of standards are needed for performance of a required construction activity, Contractor will obtain copies directly from publication source.

4. Trade Association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations, as referenced in Contract Documents, are defined to mean association names. Names and addresses are subject to change and are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents.

AAMA American Architectural Man-ufacturers Association

Schaumburg IL (847) 303-5664 www.aamanet.org

AAMA American Architectural Man-ufacturers Association

Schamumburg IL (847) 303-5774 www.aamanet.org http://www.aamanet.org/ http://www.aamanet.org/

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References - 3 - 01 4200

AIA American Institution of Archi-tects

Washington DC (202) 626-7300 www.aia.org

AISC American Institute of Steel Construction

Chicago IL (312) 670-2400 www.aisc.org

AISI American Iron & Steel Insti-tute

Washington DC (202) 452-7100 www.steel.org

ANSI American National Stand-ards Institute

New York NY (212) 642-4900 www.ansi.org

APA APA-Engineered Wood As-sociation

Tacoma WA (253) 565-6600 www.apawood.org

API American Petroleum Institute Washington DC (202) 682-8000 www.api.org

AQMD South Coast Air Quality Management District

Diamond Bar CA (909) 396-2000 www.aqmd.gov

ASTM ASTM International West Con-shohocken

PA (610) 832-9500 www.astm.org

ICC International Code Council Washington DC (888) 422-7233 www.iccsafe.org

ICC-ES ICC Evaluation Service Whittier CA (562) 699-0543 www.icc-es.org

ICBO International Conference of Building Officials

(See ICC)

ISO International Organization for Standardization

Geneva, Swit-zerland www.iso.org

NAAMM National Association of Ar-chitectural Metal Manufac-turers

Glen Ellyn IL (630) 942-6591 www.naamm.org

NFPA National Fire Protection As-sociation

Quincy MA (800) 344-3555 www.nfpa.org

NFRC National Fenestration Rating Council

Greenbelt MD (301) 589-1776 www.nfrc.org

NSF NSF International Ann Arbor MI (734) 769-8010 www.nsf.org

SDI Steel Deck Institute Fox River Grove

IL (847) 458-4647 www.sdi.org

SMACNA Sheet Metal & Air Condition-ing Contractors National As-sociation

Chantilly VA (703) 803-2980 www.smacna.org

UL Underwriters Laboratories Camas WA (877) 854-3577 www.ul.com

D. Federal Government Agencies:

1. Names and titles of federal government standard or specification producing agencies are often abbreviated. Following acronyms or abbreviations referenced in Contract Documents represent names of standard or specification producing agencies of federal government. Names and addresses are subject to change but are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents.

CS Commercial Standard (U S Department of Commerce)

Washington DC (202) 512-0000 www.doc.gov

EPA Environmental Protection Agency

Washington DC (202) 272-0167 www.epa.gov

FCC Federal Communications Commission

Washington DC (888) 225-5322 www.fcc.gov

FS Federal Specifications Unit (Available from GSA)

Washington DC (202) 619-8925 www.gsa.gov

MIL Military Standardization Documents (U S Department of Defense)

Philadelphia PA (215) 697-2179 www.dod.gov

NIST National Institute of Stand-ards and Technology, tech-nology Administration (US Department of Commerce)

Gaithersburg MD (301) 975-4500 www.ts.nist.gov http://www.aia.org/ http://www.aisc.org/ http://www.steel.org/ http://www.ansi.org/ http://www.apawood.org/ http://www.api.org/ http://www.aqmd.gov/ http://www.astm.org/ http://www.iccsafe.org/ http://www.icc-es.org/ http://www.icbo.org/ http://www.iso.org/ http://www.naamm.org/ http://www.nfpa.org/ http://www.nfrc.org/ http://www.nsf.org/ http://www.sdi.org/ http://www.smacna.org/ http://www.ul.com/ http://www.doc.gov/ http://www.epa.gov/ http://www.fcc.gov/ http://www.gsa.gov/ http://www.dod.gov/…