reroofing of transportation building - ac … division... · existing site utilities can be used...

Alameda Contra Costa Transit District IFB #2017-1383

REROOFING OF TRANSPORTATION BUILDING Div 2- Emeryville Bus Yard AC Transit District Oakland, California

SPECIFICATIONS Issue for Bid

October 28, 2016 STV Incorporated 560 – 14th Street Oakland, CA 94612 Tel. (510) 763-1313

This page intentionally left blank

TABLE OF CONTENTS 01 00 10

AC Transit IFB # 2017-1383 Section 01 00 10 Reroofing of Transportation Building - Div 2 - Emeryville Bus Yard

page 1 of 3

DOCUMENT 01 00 10 TABLE OF CONTENTS

BIDDING AND CONTRACTING REQUIREMENTS DIVISION 1 - GENERAL REQUIREMENTS

01010 01026 01027 01028 01039 01045 01050 01120 01300 01310 01400 01410 01500 01600 01630 01700 01740

Summary of Work Unit Prices Application for Payment Modification Procedures Coordination and Meetings Cutting and Patching Field Engineering Alteration Submittals Progress Schedule Quality control Testing Laboratory Services Construction Facilities and Temp Controls Materials and Equipment Product Options and Substitutions Contract Closeout Warranty

DIVISION 2 - SITE WORK

02 41 50 Roof Demolition and Deck Repair DIVISION 3 – CONCRETE

03 52 00 Insulating Concrete System DIVISION 4 – MASONRY (Not Used) DIVISION 5 – METALS



page 2 of 3

05 51 50 Aluminum Ladders DIVISION 6 - WOOD AND PLASTICS

06 10 00 06 16 43

Rough Carpentry Gypsum Board Sheathing

DIVISION 7 - MOISTURE PROTECTION

07 11 00 Elastomeric Coating System 07 53 10 Single-Ply Roofing System 07 62 00 Sheet Metal Flashing and Trim 07 90 00 07 95 00

Joint Sealers Expansion Control

DIVISION 8 - DOORS AND WINDOWS

08 62 00 Unit Skylights DIVISION 9 - FINISHES

09 01 70 09 90 00

Cleaning GFRC Panels Painting

DIVISION 10 – SPECIALTIES (Not Used) DIVISION 11 – EQUIPMENT (Not Used) DIVISION 12 – FURNISHING (Not Used) DIVISION 13 – SPECIAL CONSTRUCTION (Not Used)



page 3 of 3

DIVISION 14 - CONVEYING SYSTEMS (Not Used) DIVISION 23 – MECHANICAL (Not used) Owner provided DIVISION 26 – ELECTRICAL (Not Used) Owner provided

END OF TABLE OF CONTENTS

SUMMARY OF WORK 01010

AC Transit IFB # 2017-1383 Section 01010 Reroofing of Transportation Building Div.2 Emeryville Bus Yard page 1 of 10

SECTION 01010 SUMMARY OF WORK

AC TRANSIT REROOFING OF TRANSPORTATION BUILDING DIV.2 EMERYVILLE BUS YARD PART 1 GENERAL 1.1 SECTION INCLUDES A. Work Standards B. Work covered by Contract Documents C. Contract Allowances and Unit Cost D. Work Provided by Owner or a Separate Contractor E. Contract Method F. Contractor Use of Site and Premises G. Work Sequence H. Building Permits I. Interim Maintenance Warranty and Service J. Phasing K. Owner Occupancy L. Schedule and Liquidated Damages M. Project documents and available information N. Project Record Documents O. Examination of Existing Conditions P. Protection of Existing Facilities Q. Utility Shutdowns and Interruptions R. Structural Integrity 1.2 WORK STANDARDS

A. In order to perform the work as specified in this bid package, a Contractor must possess a valid California Contractors State License Board (CSLB) License at the time of bid opening and throughout the contract term. The Contractor will also be required to ensure that all subcontractors working on this project are holding valid licenses suitable for their trade.

B. Construction and finishes shall be as identified in this package. Technical Specifications for products have been included in order to set a minimum standard of quality and are not intended to specify any particular product or manufacturer.

C. All new construction shall comply with applicable sections of Title 19, Public Safety, Title 24 Building Regulations, and the California Amended versions of the Uniform Building, Plumbing, Mechanical, and National Electrical Codes – most current editions with California amendments effective January 1st 2013.

D. In addition, the Project shall comply with the 'Regulations of the Accommodation of Physically Handicapped Persons in Buildings and Facilities Used by the Public", (pursuant to Government Code Section 11380.1) as administered by the Americans with Disabilities Act, (ADA), Public Law 101-336.

E. The building and subsystems shall meet the requirements of the California Energy Commission, Energy Conservation Standards for new, nonresidential buildings, Title 24, Part 6, Division



T20, Article 2.

F. It is the intent of these specifications that all responsibility for the erection and completion of the work in accordance with the plans and specifications is upon the building contractor with whom the Owner enters into a contract for the work hereinafter described. The Contractor shall be responsible to the Owner for the acts and omissions of his employees, subcontractors, and their agents and employees, and other persons performing any of the work under a Contract with the Contractor.

G. The Contractor shall not be relieved from his obligations to perform the work in accordance with the Contract Documents either by the activities or duties of the Architect in his administration of the Contract, or by inspections, tests, or approvals required or performed under the Contract documents by persons other than the Contractor.

H. The Contractor shall employ a job superintendent acceptable to the Owner who shall be at the project site full-time as a single point of contact.

I. The Contactor shall take care to protect all new materials from damage. The Owner has the right to reject materials damaged by Contractor’s negligence.

J. It is the intent of these specifications that all workmanship be neat and skilled in every respect and that only new materials be used to render a fully completed and finished job. If, in the course of the work, cutting and patching is required, then any evidence of the same shall be rendered indiscernible and the whole of the renovated area shall present, upon acceptance, the appearance of new work.

K. The codes, regulations, and standards adopted by the state and federal agencies having jurisdiction shall govern minimum requirements for this project. Where codes, regulations, and standards conflict with the Contract Documents, these conflicts shall be brought to the immediate attention of the Owner and the Architect.

L. Codes, regulations, and standards shall be as published effective as of date of bid opening, unless otherwise specified or indicated

M. See the General Conditions 1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The work to be performed by contractor shall conform to the requirements of all of Division 1

as well as the General Conditions, Supplementary Conditions, Special Conditions, Specifications, all sheets in drawings and other related documents, and includes the furnishing of all supervision, detailed coordination, scheduling, project management, labor, materials, tools, equipment, transportation, plant and services necessary therefore and incidental thereto to complete the project. The work shall consist of, but not be limited to the following:

1. All work identified in the plans and specifications unless specifically stated to be provided

by the Owner or by a separate contractor. In general, the work includes but is not limited to the following:

a. Demolition and proper disposal of existing roofing materials to the extent identified on the plans and in the specifications.



b. Demolition and crane lifting of obsolete HVAC unit and unused roof mounted antennas to the extent identified on the plans and in the specifications.

c. Demolition of skylight identified on the plans and in the specifications. d. Installation of specified replacement roofing system. e. Installation of new skylight identified on the plans and in the specifications. f. Installation of a new OSHA compliant roof access ladder. g. Painting, sealing, and coating as identified

2. Contractor shall provide, furnish, coordinate, and install all work shown on the drawings

and in accordance with and identified within the specification section 01500 Construction Facilities and Temporary Controls and related sections. This does include, but is not limited to, all of the following Work:

a. Establish and maintain temporary construction fencing for all work in accordance

with Owner’s requirements. b. Establish and maintain site security for all work, establish and maintain access

roads – through inclement weather and including removal and restoration of surfaces and impacted areas.

c. Coordinate location of material storage and contractor parking with the Owner. d. Establish and maintain dust control. e. Existing site utilities can be used f. Contractor to provide portable restroom facilities

3. Continuous housekeeping and daily clean-up is mandatory. Contractor shall put debris in

own debris boxes and/or remove debris from site at Contractor’s own expense prior to the end of the work day or as directed by the Architect. All debris boxes and containers shall be kept free of graffiti at all times.

4. Incremental and Final punch-list Clean- up.

5. Existing site conditions: The contractor shall make a thorough examination of the site to

determine all existing conditions affecting the work.

a. Specific Scope Clarification : The Contractor shall submit to the City of Emeryville proof of business license, submittals for plan review of skylight replacement and purchase / obtain an over counter permit for the roof replacement. The Architect will assist the Contractor preparing the submittal for the plan review by supplying AutoCAD backgrounds to the Contractor.

1.4 CONTRACT ALLOWANCES AND UNIT COSTS

A. Project Allowance: ($15,000 Total) Provide the following allowances in your bid: $ 15,000 for additional roof repair work as determined by the Architect / Owner B. Unit Costs:

1. Not used



1.5 WORK PROVIDED BY OWNER OR A SEPARATE CONTRACTOR: A. Specific Demolition by Contractor: Demolition of the following items is

included in the base bid price: 1. HVAC Unit on the upper roof 2. Three unused radio dishes on the upper roof deck 3. Existing roof access ladder 4. Existing expansion joint materials

B. Work by Others: Unless noted otherwise in the contract documents, work by others shall include but not be limited to the following:

1. Installation of new HVAC unit on upper roof deck by AC Transit after

roof contractor installs sleeper (equipment pads) and specified roofing work is complete. This will be coordinated with the Contractor.

1.6 CONTRACT METHOD

A. Construct the Work under a single Firm Fixed Price Contract.

1.7 CONTRACTOR USE OF SITE AND PREMISES A. Limit use of site and premises to allow: 1. Use of site by the Owner. 2. Work by Others and Work by Owner. 3. Use of site and premises by the public. B. Coordinate use of premises under direction of the Owner.

1. Notify the Owner in advance of work outside designated construction and staging areas. Coordinate such work with the Owner.

2. Assume full responsibility for the protection and safekeeping of products under this Contract, stored on site.

3. Move any stored products under Contractor’s control that interferes with the operations of the Owner or a separate contractor.

4. Obtain and pay for the use of additional storage or work areas needed for operations. 5. Contractor shall assume all responsibility for parking his own and his subcontractor’s

vehicles at the direction of the Architect. Contractor shall direct all material deliveries to the construction job site.

6. If unoccupied and only with Owner’s prior written approval, Contractor may use the building(s) at the Project Site without limitation for its operations, storage, and office facilities for the performance of the Work. If the Owner chooses to beneficially occupy any building(s), Contractor must obtain the Owner's written approval for Contractor's use of spaces and types of operations to be performed within the building(s) while so occupied. Contractor's access to the building(s) shall be limited to the areas indicated.

7. If the space at the Project Site is not sufficient for Contractor's operations, storage, office facilities and/or parking, Contractor shall arrange and pay for any additional facilities needed by Contractor.



8. Contractor shall not interfere with use of or access to occupied portions of the building(s) or adjacent property.

9. Contractor shall maintain corridors, stairs, halls, and other exit-ways of building clear and free of debris and obstructions at all times.

10. No one other than those directly involved in the demolition and construction, or specifically designated by the Owner or the Architect shall be permitted in the areas of work during demolition and construction activities.

11. The Contractor shall install the construction security fence if needed for their use and maintain that it will be locked when not in use. Keys to this fencing will be provided to the Owner.

1.8 WORK SEQUENCE

A. Sequence work as required to meet the Schedule and to accommodate the work of other contractors/bid packages. The contractor is to submit preliminary task schedule within 5 days of the start of the project and the Architect will work with all contractors to prepare a “Master Schedule” for all of the work which all contractors will be required to work with.

1.9 BUILDING PERMITS: City of Emeryville Building Department

A. Contractor is responsible to submit all required documents to the City of Emeryville Building

Department and process necessary permits. Contractor is responsible to provide any

supplementary information/drawings as required for a complete submittal. Contractor is

responsible to fill out application paperwork, obtain proper signatures from AC Transit, submit

the plans, pick-up the plans for required revisions, make revisions, resubmit the plans, and

obtain the permits. AC Transit’s Architect will work with the contractor and can provide

electronic copies of the bid drawings, and will also assist the contractor with coordination for

submittal. ALL FEES shall be the responsibility of the contractor, including but not limited to the

plan check fees and permit fees, and inspection fees.

1.10 INTERIM MAINTENANCE, WARRANTY, AND SERVICE:

A. Interim Maintenance:

1. The contractor shall provide a watertight building while under construction. All interim

maintenance for existing roof systems under contract shall be covered under this contract.

The maintenance will begin at the time of the Notice to Proceed and continue through the

date of acceptance at which time the warranty / service agreement will begin.

B. Warranty and Service:

1. General Warranty: The warranties specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. The Building Owner shall have the option



to renew or extend this warranty at the end of twenty (20) years per the manufacturer’s renewal terms in the warranty agreement.

2. New Roof Component Coverage: A single manufacturer shall provide specified twenty (20)

year warranty. The manufacturer’s warranty must include labor and material coverage against leakage on all components including those manufactured by others. Included in the warranty coverage are the following:

a. Insulation materials, fasteners and adhesives. b. All new and temporary roof membrane components, coatings, and adhesives. c. All metal edge components including cleat strips. d. All tapered edge and cant strips. e. All surface mastics, coatings, stripping, plies, etc. f. All drain and scupper flashing. g. Any roof leak or other problems caused by substrate movement of any component

other than the deck shall not be excluded. h.Any movement associated with metal edge joints of flanges causing leaks. i. Damages caused by wind speed up to 74 miles per hour. j. Permanent tie-ins and/or control joints separating new and old roofing. k. Parapet wall coatings, existing or newly created equipment curb flashing and

counterflashing. l. Skylight mounting curbs flashing and counterflashing, caulking, sealants, and misc.

flashings and counterflashings.

3. Manufacturer’s Warranty Period: Twenty (20) years. The new roof component warranty language remains in effect and applies for any newly created roof penetrations or modifications resulting from solar panel installations and/or related work. All installations will be made using manufacturer approved penetrations, materials and techniques. Modifications to warrantable roof components will made by manufacturer approved installers or installations overseen by the manufacturer’s representative.

4. Special Project Warranty: Submit the Installation Roofing Contractor's Warranty, signed by

the Contractor, covering Work of this Section, including membrane roofing, elastomeric coatings, base flashing, roofing insulation, fasteners, and base sheet, if any, for the following warranty period:

a. Contractor Warranty Period: Two (2) years from date of Substantial Completion.

5. Manufacturers Maintenance Service Agreement: Roof Management and Maintenance Specification: The following services will be provided to the building owner on a twice per year basis, for a period of 5-years, utilizing employees under the direct supervision of the Manufacturer. a. Roof Inspection Report: Provide report of roof conditions based upon roof inspections. b. Storm Reports, Monitoring and Follow-up: Roof inspection at building owner request of

roof areas after major storm activity. c. Twice per year Roof Top Housekeeping: d. Inspect roof membrane, drains, gutters, and scuppers for debris. e. Remove, bag and properly dispose of all debris from the roof membrane, drains,

gutters and scuppers.



f. Metal Edge Flashing Components: Tears, splits, and breaks in the membrane flashings will be repaired with appropriate repair mastics and membranes. Open flashing strip-ins will be repaired with appropriate mastics and membranes. Metal edge cleats and clips will be re-secured. Exposed fasteners will be re-sealed.

g. Parapet Wall and Counterflashing Systems: Includes elastomeric coatings, Tears, splits and breaks in the flashings will be repaired with the appropriate repair mastics and membranes. Breaks, tears and splits in flashing strip-ins will be repaired with appropriate repair mastics and membranes. Coat all exposed reinforcing membranes with approved mastics. Exposed fasteners will be re-sealed. Void in termination bars, counterflashings and parapet caps will be cleaned and re-sealed. Re-secure termination bars and counterflashings. Check and re-secure loose metal coping caps to cleats.

h. Equipment/Projection Flashing Components: Tears, splits and breaks in the flashings will be repaired with appropriate mastics and membranes. Open or split flashing strip-ins will be repaired with appropriate mastic and membrane.

i. Unsecured roof top equipment will be secured. Exposed fasteners will be tightened and re-sealed. Termination bars and counterflashings will be sealed. All pitch pans will be refilled and topped off. Metal projections (hoods and clamps) will be checked and re-sealed.

j. Roof Membrane Preventative Maintenance and Repair: Tears, splits and breaks in the roof membrane will be repaired with the appropriate repair mastic and membranes. All membrane repairs will follow the Manufacturer’s written repair and maintenance guidelines. Dress up reflective coatings on flashings. Coat all exposed reinforcing membranes with approved mastics.

k. Drains, Gutters and Scuppers: Check and re-secure drain bolts and clamping rings. Advise owner of missing drain dome strainers. Check strip-ins around drain leads, coat with approved mastic. Check gutter straps, joints and strip-ins. Check inside and exterior of scuppers for open solder or caulking seals.

l. Define leak response procedures and responsibilities of the Manufacturer to Building Owner.

m. In the event that a leak should occur; Provide toll free 800 number for Owner to call in a leak report. The number will be monitored twenty-four (24) hours a day, 365 days per year.

n. Provide a response to the Owner on all leak calls within twenty-four (24) of when call is made.

o. Provide a repair crew, at the building site, within two (2) business days of the call. p. Provide follow-up inspection to ensure that repairs were made properly. q. Monitor all leak events and response and provide a written quarterly summary if leaks

have occurred. Deliver to Owner at the end of each quarter when leaks have occurred.

1.11 PHASING

A. Phase 1- Submittals including shop drawings / details for skylight replacement shall be prepared and transmitted for all long lead time items. The Architect will assist in the process by coordinating the submittal drawings and supplying electronic copies of the plans to the contractor. Upon approvals, the contractor will order all long lead time equipment and produce a construction timeline and proposed schedule for installation activities.



B. Phase 2- Includes scheduling and coordination of a start date for demolition and installation of the new roof system. For phasing purposes the Contractor shall work continuous (regular work schedule) with no breaks except for weather delays.

1.12 OWNER OCCUPANCY

A. The Owner will occupy the site during the entire period of construction. B. Cooperate with Owner to minimize conflict, and to facilitate Owner's use requirements. C. Schedule the Work to accommodate this requirement. 1.13 SCHEDULE & LIQUIDATED DAMAGES

A. Liquidated damages in the amount of $100 per calendar day shall be assessed for each and every calendar day’s delay in finishing the Work in excess of the Contract Time set forth in the Agreement.

B. Milestone Schedule

1. Submittals: No later than 20 calendar days after issuance of N.T.P 2. Construction period /duration 90 calendar days (Includes up to 20 rain days) 3. Skylight installation and Misc. details 20 days (not including delivery time)

4. Total: 130 calendar days of construction 1.14 PROJECT DOCUMENTS AND AVAILABLE INFORMATION

A. Contract Documents: The Owner will provide at no cost to the selected contractor two full sets of plans and specifications for his use during the project. One of those sets is to be used for maintaining “as-built” information and shall be returned to the Owner at the completion of the project. Any additional hard copy sets required by the contractor can be provided at cost plus a handling fee.

B. Reference Documents: This Owner has copies of previous projects completed at the site that are available for review by the contractor after award or during construction. These documents are not part of the contract and the Owner does not warrant or guarantee the accuracy of the documents.

C. Hazardous Materials Reports: The Owner does have a hazardous materials report and asbestos survey report for this project available for review by the contractor during bid and construction.

1.15 PROJECT RECORD DOCUMENTS

A. Contractor shall maintain on Site one set of the following record documents; Contractor shall record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Field test records. 7. Inspection certificates. 8. Manufacturer's certificates and MSDS.



B. Contractor shall maintain a site specific corporate safety manual at the job site. C. Contractor shall record information concurrent with construction progress. D. Specifications: Contractor shall legibly mark and record at each product section of the

Specifications the description of the actual product(s) installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Change Orders and written directives.

1.16 EXAMINATION OF EXISTING CONDITIONS

A. Contractor shall be held to have examined the Project Site and be acquainted with the conditions of the Site; this includes driveway, streets, and roads approaching the Site.

B. Prior to commencement of Work, Contractor shall survey the Site and existing buildings and improvements to observe existing damage and defects such as cracks, sags, broken, missing or damaged glazing, other building elements and Site improvements, and other damage.

C. Should Contractor observe cracks, sags, and other damage to and defects of the Site and adjacent buildings, paving, and other items not indicated in the Contract Documents, Contractor shall immediately report same to the Owner and the Architect.

1.17 PROTECTION OF EXISTING FACILITIES

A. The as built facility drawings show above-grade and below-grade structures, utility lines, and other installations that are known or believed to exist in the area of the Work. Contractor shall locate these existing installations before proceeding with any operation that could damage same; maintain them in service, where appropriate; and repair damage to them caused by the performance of the Work. Should damage occur to these existing installations, the costs of repair shall be at the Contractor's expense and made to the Owner's satisfaction.

B. Contractor shall be alert to the possibility of the existence of additional structures and utilities. If Contractor encounters additional structures and utilities, Contractor will immediately report to the Owner for disposition of same as indicated in the General Conditions.

1.18 UTILITY SHUTDOWNS AND INTERRUPTIONS

A. Contractor shall give the Owner a minimum of 48 hours written notice in advance of any need to shut off existing utility services or to effect equipment interruptions. The Owner will set exact time and duration for shutdown, and will assist Contractor with shutdown. Work required to re-establish utility services shall be performed by the Contractor.

B. Contractor shall obtain Owner's written approval as indicated in the General Conditions in advance of deliveries of material or equipment or other activities that may conflict with Owner's use of the building(s) or adjacent facilities.

1.19 STRUCTURAL INTEGRITY

A. Contractor shall be responsible for and supervise each operation and work that could affect structural integrity of various building elements, both permanent and temporary.

B. Contractor shall include structural connections and fastenings as indicated or required for complete performance of the Work.

PART 2 PRODUCTS Not Used



PART 3 EXECUTION Not Used

END OF SECTION

SECTION 01 22 00 UNIT PRICES FORM

AC Transit IFB # 2017-1383 Section 012200 Reroofing of Transportation Building Div.2 Emeryville Bus Yard Page 1 of 1

SECTION 01 22 00

UNIT PRICES FORM PART 1 - GENERAL

1.1 SECTION INCLUDES A. Unit prices.

1.2 RELATED SECTIONS

A. Section 01027 - Application for Payment. B. Section 01 26 00 – Modification Procedures. C. Section 01300 - Submittals: Schedule of Values. D. Section 01630 - Product Options and Substitutions.

1.3 UNIT PRICES

A. This Article contains provisions governing unit prices required by the Proposal Form. B. Provisions of this Article are in addition to requirements specified elsewhere and

applicable to work for which unit prices are required. C. Unit prices shall reflect fair and reasonable value of work defined by unit price

descriptions in the event the District directs changes in extent of work, whether lesser or greater, after awarding the Contract.

D. Estimated quantities have been listed to establish unit prices. Unit price bid shall allow number of units installed for the price quoted to increase 10 percent or decrease 10 percent from the estimated quantity listed without modification to the unit price.

E. Unit prices shall include primary and auxiliary materials, contingencies, and other operations necessary to complete the work as intended; related tests, inspections or certifications other than those specified to be paid by the District; and overhead, profit and applicable fees or other attributable charges.

F. No other payment shall accrue to the Contractor excepting for the unit price. The unit price shall be the same, whether additive or deductive.

G. District may elect not to use unit prices and to negotiate either a fixed amount or a time and material basis.

PART 2 - PRODUCTS

Not used. PART 3 - EXECUTION

Not used.

END OF SECTION

01027 APPLICATION FOR PAYMENT


SECTION 01027

APPLICATIONS FOR PAYMENT

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for payment.


A. Agreement: Contract Sum and amounts of progress payments and retainages.

B. General Conditions: Progress payments and final payment.

C. Section 01028 - Modification Procedures: Procedures for changes to the Work.

D. Section 01300 - Submittals: Submittal procedures.

E. Section 01700 - Contract Close-out: Final payment.

1.3 FORMAT

A. AIA G702 - Application and Certificate for Payment and AIA G703 - Continuation

Sheet.

1.4 PREPARATION OF APPLICATIONS

A. Present required information in typewritten form or on electronic media

printout.

B. Execute certification by signature of authorized officer or billing analyst and

Notarized.

C. Use data from approved Schedule of Values. Provide dollar value in each

column for each line item for portion of work performed and for stored Products.

D. List each authorized Change Order as an extension on AIA G703 - Continuation

Sheet, listing Change Order number and dollar amount as for an original item of

Work.

E. Prepare Application for Final Payment as specified in Section 01700.

1.5 SUBMITTAL PROCEDURES

A. Submit two (2) copies of each Application for Payment.

B. Submit an updated construction schedule with each Application for Payment.

C. Submit an updated copy of current Record Documents including plans,

specifications, operation & maintenance manuals & warranties with each

application for payment if requested by Architect.

D. Payment Period: Submit at intervals stipulated in the Agreement.

E. Submit with transmittal letter as specified for Submittals in Section 01300.

F. Submit waivers of lien with each Application for Payment.

G. Submit copies of weekly certified payrolls with each Application for Payment if

requested by Owner/Architect.

1.6 SUBSTANTIATING DATA

A. When Architect requires substantiating information, submit data justifying dollar

amounts in question.

B. Provide one copy of data with cover letter for each copy of submittal. Show

application number and date, and line item by number and description.

PART 2 PRODUCTS

Not Used

END OF SECTION

01028 MODIFICATION PROCEDURES


SECTION 01028

MODIFICATION PROCEDURES

PART 1 GENERAL


A. Submittals.

B. Documentation of change in Contract Sum and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals.


A. Agreement: Monetary values of established Unit Prices and percentage

allowances for Contractor's overhead and profit.

B. General Conditions: Governing requirements for changes in the Work, in Contract Sum,

and Contract Time.

C. Supplementary Conditions: Percentage allowances for Contractor's overhead and profit.

D. Section 01300 - Submittals: Work schedule.

E. Section 01300 - Submittals: Schedule of values.

F. Section 01630 - Product Options and Substitutions.

G. Section 01700 - Contract Close-out: Project record documents.

1.3 SUBMITTALS

A. Submit name of the individual authorized to receive change documents, and be responsible

for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. Change Order Forms: AIA G701 Change Order or as supplied by AC Transit.

1.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Maintain detailed records of work done on a time and material basis to be verified by the

Project Inspector. Provide full information required for evaluation of proposed changes,

and to substantiate costs of changes in the Work.

B. Document each quotation for a change in cost or time with sufficient data to allow

evaluation of the quotation.

C. On request, provide additional data to support computations:

1. Quantities of products, labor, and equipment.

2. Taxes, insurance, and bonds.

3. Overhead and profit.

4. Justification for any change in Contract Time.

5. Credit for deletions including overhead and profit from Contract, similarly

documented.

D. Support each claim for additional costs, and for work done on a time and material basis,

with additional information:

1. Origin and date of claim.

2. Dates and times work was performed, and by whom.

3. Time records and wage rates paid.

4. Invoices and receipts for products, equipment, and subcontracts, similarly

documented.

01028 MODIFICATION PROCEDURES


1.5 CHANGE PROCEDURES

A. The Owner may issue a Proposal Request which includes a detailed description of a

proposed change with supplementary or revised Drawings and Specifications, a change in

Contract Time for executing the change with a stipulation of any overtime work required and

the period of time during which the requested price will be considered valid. Contractor will

prepare and submit an estimate within ten days.

B. The Contractor may propose a change by submitting a request for change to the Owner,

describing the proposed change and its full effect on the Work, with 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. Document any requested substitutions in accordance with Section 01630.

1.6 CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each

authorized Change Order as a separate line item and adjust the Contract Sum.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-

schedules to adjust times for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents.

END OF SECTION

01039 COORDINATION AND MEETINGS


SECTION 01039 COORDINATION AND MEETINGS

PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Preconstruction meeting. C. Progress meetings. D. Pre-installation meetings.

E. Coordination of Submittals F. Coordination of Space G. Coordination with Work by Owner H. Coordination of Contract Close-Out

1.2 RELATED SECTIONS A. Section 01010 - Summary of Work. B. Section 01045 - Cutting and Patching. C. Section 01120 - Alteration Project Procedures. D. Section 01300 - Submittals. E. Section 01630 - Product Options and Substitutions. F. Section 01700 - Contract Close-out. 1.3 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements , with provisions for accommodating items installed later and or accommodating items to be installed by the Owner.

1.4 PRECONSTRUCTION MEETING A. The Owner will schedule a meeting after Notice to Proceed is provided to the

Prime Contractor. B. Attendance Required: Architect, Project Coordinator, Prime Contractors, Major Subcontractors and key Owner personnel. C. Agenda: 1. Contract Agreement: a. Transmit Performance and Material Bonds to the AC Transit Contract

Specialist. b. Review General/Supplementary Conditions c. Deferred Approvals 2. Receive documentation from contractor: a. Construction Schedule b. Schedule of Values c. List of Subcontractors with addresses and phone numbers. d. List of Submittals and estimated date of submittal. 3. Project Administration: a. Application for Payment, Project Schedule, Lien Release, As- built Documents b. Change Orders and Proposal Requests



c. Submittals and Substitutions, Deferred Approvals d. Site Meetings e. Testing Lab f. Verified Reports 4. Special Owner Conditions a. Temporary facilities b. Owner Occupancy c. Work by Owner d. Access to Site - Owner Contact 5. Construction Process: a. Contractor to give overview of construction b. Contractor to identify items to be selected by Architect/Owner and date selections must be made. c. Contractor to review special requirements for equipment, safety, and noise. 6. Project Close-out: a. Close-out Binder b. As-Built Documents c. Final Verified Reports D. Contractor to record minutes and distribute copies within three days after meeting to participants, Architect and those affected by decisions made. 1.5 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work as needed. B. Make arrangements for meetings, prepare agenda with copies for participants, and

preside at meetings. C. Attendance Required: Project Coordinator, Prime Contractors, major

Subcontractors and suppliers, key Owner personnel and Architect as appropriate to agenda topics for each meeting.

D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. E. Contractor to record minutes and distribute copies within three days after meeting to participants, Architect, and those affected by decisions made.



1.6 PRE-INSTALLATION MEETING A. When required in individual specification sections, convene a pre-installation meeting prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect and Owner four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of installation, preparation and installation procedures. 2. Review coordination with related work. E. Contractor to record minutes and distribute copies within three days after meeting to participants, Architect and those affected by decisions made. 1.7 COORDINATION OF SUBMITTALS A. Schedule and coordinate submittals specified in Section 01300. B. Coordinate work of various sections having interdependent responsibilities for

installing, connecting to, and placing in service, such equipment. C. Coordinate requests for substitutions to assure compatibility of space, of operating elements, and effect on work of other sections. 1.8 COORDINATION OF SPACE A. Coordinate use of Project space and sequence of installation of mechanical, and electrical work which is indicated diagrammatically on Drawings. Follow

routings shown for pipes, ducts, and conduits as closely as practical, with due allowance for available physical space; make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

B. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements.

1.9 COORDINATION WITH WORK BY OWNER A. Coordinate service connections for Owner furnished and Owner installed

equipment. Verify that service connections are correct sizes and in required locations. B. Coordinate support and anchorage for equipment furnished and installed by

the Owner. Provide blocking and backing to match that provide for equipment in existing location.

1.10 COORDINATION OF CONTRACT CLOSE-OUT A. Coordinate completion and cleanup of work of separate sections in preparation for

Substantial Completion. B. After Owner occupancy of premises, coordinate access to site by various sections for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. C Assemble and coordinate close-out submittals specified in Section 01700. PART 2 PRODUCTS Not used



PART 3 EXECUTION Not used

END OF SECTION

01045 CUTTING AND PATCHING

AC Transit IFB # 2017-1383 Section 01045 Reroofing of Transportation Building Div.2 Emeryville Bus Yard

Page 1 of 3

SECTION 01045

CUTTING AND PATCHING

PART 1 GENERAL


A. Requirements and limitations for cutting and patching of Work.


A. Section 01010 - Summary of Work

B. Section 01120 - Alteration Project Procedures: Cutting and patching for alterations

work.

C. Section 01300 - Submittals.

D. Section 01630 - Product Options and Substitutions.

E. Individual Product Specification Sections:

1. Cutting and patching incidental to work of the section.

2. Advance notification to other sections of openings required in work of those

sections.

3. Limitations on cutting structural members.

1.3 SUBMITTALS

A. Submit written request in advance of cutting or alteration which affects:

1. Structural integrity of any element of Project.

2. Integrity of weather exposed or moisture resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight exposed elements.

5. Work of Owner or separate contractor.

6. Disruption of existing utilities (water, sewer, electrical, gas, heat, fire, etc.)

B. Include in request:

1. Identification of Project.

2. Location and description of affected Work.

3. Necessity for cutting or alteration.

4. Description of proposed Work and Products to be used.

5. Alternatives to cutting and patching.

6. Effect on work of Owner or separate contractor.

7. Written permission of affected separate contractors.

8. Date and time work will be executed.

PART 2 PRODUCTS

2.1 MATERIALS

A. Primary Products: Those required for original installation.

B. Product Substitution: For any proposed change in materials, submit request for

substitution described in Section 01630.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine existing conditions prior to commencing Work, including elements subject

to damage or movement during cutting and patching. Confirm with Owner status of

current warranties and guarantees.

B. After uncovering existing Work, assess conditions affecting performance of Work.

C. Beginning of cutting or patching means acceptance of existing conditions.



Page 2 of 3

3.2 PREPARATION

A. Provide temporary supports to ensure structural integrity of the Work. Provide

devices and methods to protect other portions of Project from damage.

B. Provide protection from elements for areas which may be exposed by uncovering

work.

C. Maintain excavations free of water.

3.3 CUTTING

A. Execute cutting and fitting including excavation and fill to complete the Work.

B. Uncover work to install improperly sequenced work.

C. Remove and replace defective or non-conforming work except for concealed

conditions.

D. Remove samples of installed work for testing when requested.

E. Provide openings in the Work for penetration of mechanical and electrical work.

F. Employ original installer to perform cutting for weather exposed and moisture

resistant elements, and sight-exposed surfaces as applicable to maintain current

warranties and guarantees.

G. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed

without prior approval.

3.4 PATCHING

A. Execute patching to complement adjacent Work.

B. Fit Products together to integrate with other Work.

C. Execute work by methods to avoid damage to other Work, and which will

provide appropriate surfaces to receive patching and finishing.

D. Restore work with new Products in accordance with requirements of Contract

Documents.

E. Fit work air tight and water tight to pipes, sleeves, ducts, conduit, and other

penetrations through surfaces. Fill all gaps with a product specifically intended for

such patching of material.

F. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely

seal voids with fire rated material, to full thickness of the penetrated element.

G. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to

nearest intersection or natural break. For an assembly, refinish entire unit.

H. Repair holes or damage to wall, ceiling, floor, doors, door jambs, metal handrails or

finished surfaces resulting from removal of construction material or its utilities. Paint

the repaired surface to match existing where that surface is not specifically called to

be painted under contract.

I. Restore all work which has been cut or removed to allow execution of the contract.

Install new products to provide completed work in accord with requirements of

Contract Documents.

3.5 INSPECTION

A. Contractor shall inspect existing conditions of the Site and the Work, including

elements subject to movement or damage during cutting and patching, excavating and backfilling. After uncovering Work, Contractor shall inspect conditions affecting installation of new products.

B. Contractor shall report unsatisfactory or questionable conditions in writing to District

as indicated in the General Conditions and shall proceed with Work as indicated in the General Conditions by District.



Page 3 of 3

3.6 PREPARATION

A. Contractor shall provide shoring, bracing and supports as required to maintain

structural integrity for all portions of the Project, including all requirements of the Project.

B. Contractor shall provide devices and methods to protect other portions of Project from

damage.

C. Contractor shall, provide all necessary protection from weather and extremes of temperature and humidity for the Project, including without limitation, any work that may be exposed by cutting and patching Work. Contractor shall keep excavations free from water.

END OF SECTION

01050 FIELD ENGINEERING


Page 1 of 2

SECTION 01050

FIELD ENGINEERING

PART 1 GENERAL


A. Quality control.

B. Project record documents.

C. Surveying services.


A. General Conditions: Basic site engineering requirements.

B. Section 01700 - Contract Close out: Project record documents.

1.3 QUALITY CONTROL

A. Employ a professional engineer of the discipline required for specific service on project,

licensed in the State of California.

B. Submit evidence of engineer’s errors and omissions insurance coverage in the form of an

Insurance Certificate.

1.4 SUBMITTALS

A. Submit name, address, and telephone number of engineer before starting

survey work.

B. On request, submit documentation verifying accuracy of survey work.

C. Submit a copy of registered site drawing and certificate signed by the

engineer, that the elevations and locations of the work are in conformance

with Contract Documents.

1.5 PROJECT RECORD DOCUMENTS

A. Maintain complete, accurate log of control and survey work as it progressed.

Indicate dimensions, locations, angles, and elevations of construction and site work.

B. Submit Record Documents under provisions of Section 01700.

1.6 EXAMINATION

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Architect of any discrepancies discovered.

1.7 SURVEY REFERENCE POINTS

A. Contractor to locate and protect survey control and reference points.

B. Control datum for survey is that indicated on drawings.

C. Protect survey control points prior to starting site work; preserve permanent

reference points during construction.

D. Promptly report to Architect the loss or destruction of any reference point or

relocation required because of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control.

Make no changes without prior written notice to Architect.

01050 FIELD ENGINEERING


Page 2 of 2

1.8 SURVEY REQUIREMENTS

A. Provide field engineering services. Utilize recognized engineering survey

practices.

B. Establish a minimum of two permanent bench marks on site, referenced to

established control points. Record locations, with horizontal and vertical

data, on Project Record Documents.

C. Establish lines and levels, locate and lay out by instrumentation and similar

appropriate means:

1. Site improvements including pavements; stakes for grading, fill and

topsoil placement; utility locations, slopes, and invert elevations.

2. Grid or axis for structures.

3. Building foundation, column locations, and ground floor elevations.

D. Periodically verify layouts by same means.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.01 Contractor is responsible for meeting all applicable codes, OSHA, safety, and shoring

requirements. 3.02 Contractor is responsible for any re-surveying required by correction of nonconforming

work.

END OF SECTION

01120 ALTERATION PROCEDURES


Page 1 of 2

SECTION 01120

ALTERATION PROJECT PROCEDURES

PART 1 GENERAL


A. Products and installation for patching and extending Work.

B. Transition and adjustments.

C. Repair of damaged surfaces, finishes, and cleaning.

D. Products and installation for installing new components in existing construction.


A. Section 01039 - Coordination and Meetings.

B. Section 01045 - Cutting and Patching.

C. Section 01500 - Construction Facilities and Temporary Controls.

PART 2 PRODUCTS

2.1 PRODUCTS FOR PATCHING AND EXTENDING WORK

A. New Materials: As specified in product sections or match existing products and

work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing

products where necessary, referring to existing Work as a standard.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that demolition is complete and areas are ready for installation of new Work.

B. Beginning of restoration Work means acceptance of existing conditions.

3.2 PREPARATION

A. Cut, move, or remove items as necessary for access to alterations and renovation

Work. Replace and restore at completion.

B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded

metals, and deteriorated masonry and concrete. Replace materials as specified for

finished Work. When, in the opinion of the Project Coordinator, concealed

unsuitablematerials become exposed during the course of construction, he shall

notify the Architect in accordance with the General Conditions of the Contract for

initial determination.

C. Remove debris and abandoned items from area and from concealed spaces.

D. Prepare surface and remove surface finishes to provide for proper installation of

new work and finishes.

E. Close openings in exterior surfaces to protect existing work and salvage items from

weather and extremes of temperature and humidity. Insulate ductwork and piping to

prevent condensation in exposed areas.

F. Protect existing fire alarm sensors and wiring in ceilings and walls from damage.

1. Alert Owner's alarm supervision service prior to work which requires moving

or adjusting wiring or sensors.

2. Alert service each day prior to work to avoid response to false alarm and

advise service each day at end of work to reinstate response to alarms.

01120 ALTERATION PROCEDURES


Page 2 of 2

3.3 INSTALLATION

A. Coordinate work of alterations and renovations to expedite completion sequentially

and to accommodate Owner occupancy.

B. Remove, cut, and patch Work in a manner to minimize damage and to provide a

means of restoring products and finishes to specified condition in accordance with

Section 01045.

C. Refinish visible existing surfaces to remain in renovated rooms and spaces, to

specified condition for each material, with a neat transition to adjacent finishes in

accordance with Section 01045.

D. In addition to specified replacement of fixtures, restore existing plumbing, heating,

ventilation, air conditioning, electrical, and fire alarm systems to full operational

condition.

E. Recover and refinish Work that exposes mechanical and electrical work exposed

accidentally during the work.

F. Install products as specified in individual sections.

G. Advise Architect of existing plumbing, heating, ventilation, air conditioning, and

electrical systems which are found to be deficient during course of the Work.

3.4 TRANSITIONS

A. Where new Work abuts or aligns with existing, perform a smooth and even

transition. Patch Work to match existing adjacent Work in texture and appearance.

B. When finished surfaces are cut so that a smooth transition with new Work is not

possible, terminate existing surface along a straight line at a natural line of division

and make recommendation to Architect.

3.5 ADJUSTMENTS

A. Where removal of partitions or walls results in adjacent spaces becoming one,

rework floors, walls, and ceilings to a smooth plane without breaks, steps, or

bulkheads.

B. Where a change of plane of 1/4 inch or more occurs, provide a smooth transition.

C. Trim existing doors as necessary to clear new floor finish. Refinish trim as required.

D. Fit work at penetrations of surfaces as specified in Section 01045.

3.6 REPAIR OF DAMAGED SURFACES

A. Patch or replace portions of existing surfaces which are damaged, lifted, discolored,

or showing other imperfections.

B. Repair substrate prior to patching finish.

3.7 FINISHES

A. Finish surfaces as specified in individual Product sections.

B. Finish patches to produce uniform finish and texture over entire area. When finish

cannot be matched, refinish entire surface to nearest intersections or as shown on

Drawings.

END OF SECTION

01300 SUBMITTALS


SECTION 01300

SUBMITTALS PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Proposed Products list. C. Shop Drawings. D. Product Data. E. Samples. F. Manufacturer's installation instructions. G. Manufacturers' certificates. H. Verified Reports. (not used) I. Schedule of Values. J. References. K. Regulatory Requirements.

L. Deferred Approvals. M. Submittal Checklist (obtain from the Architect)

1.2 RELATED SECTIONS A. Section 01400 - Quality Control. B. Section 01630 - Product Options and Substitutions. C. Section 01700 - Contract Close-out 1.3 REFERENCES A. C.C.R. - California Code of Regulations. 1.4 REGULATORY REQUIREMENTS A. Comply with procedures required by Sections 4-317 and 4-336, Part 1, Title 24, CCR. 1.5 SUBMITTAL PROCEDURES A. Transmit each submittal in Architect approved format. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review,

verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the

requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Architect at

business address. Coordinate submission of related items. F. For each submittal for review, allow 21 days excluding delivery time to and from the contractor. G. Make complete product submittals. Include shop drawings, product data,

samples, manufacturer's instructions and manufacturer's certificates as required in individual specification sections. Partial submittals will be rejected as not complying with Contract Documents. Manufacturer's certificates

01300 SUBMITTALS


based on tests or inspections at time of manufacture may be submitted separately.

H. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

I. Provide space for Contractor, Architect and Consultant review stamps. J. The Architect will review the submittals; mark the submittals with required revisions; stamp the submittals and indicate "Reviewed", "Furnish As

Corrected", "Revise and Resubmit", or "Rejected" and return the submittal. K. Review the returned submittals and take appropriate action as indicated. If submittals are marked "Revise and Resubmit" or "Rejected", make

revisions necessary, identify revisions with a "cloud", and resubmit in same manner and number as for the original submittal.

L. The Architect will review the resubmitted and take action, as appropriate, in the same manner as for the original submittal. M. Review the returned resubmitted and take appropriate action as indicated. Continue to revise and resubmit until Architect returns resubmitted marked "Reviewed" or "Furnish As Corrected". Said marks signify final action. N. Following final action by the Architect, copy and distribute copies of

submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

O. Use only those submittals which bear stamps showing final review of the Contractor and the Architect. P. Submittals not requested will not be recognized or processed. 1.6 PROPOSED PRODUCTS LIST A. Within 15 days after date established in Notice to Proceed, submit list of

major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.7 SHOP DRAWINGS A. Submit the number of opaque reproductions which Contractor requires, plus four copies which will be retained by Architect. B. Shop Drawings: Submit for review. After review, produce copies and

distribute in accordance with the Submittal Procedures article above and for Record Documents purposes described in Section 01700 - Contract Close- out. 1.8 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Architect. B. Mark each copy to identify applicable products, models, options, and other

data. Supplement manufacturers' standard data to provide information unique to this Project.

C. After review, distribute in accordance with the Submittal Procedures article above and provide copies for Record Documents described in Section 01700

- Contract Close-out.

01300 SUBMITTALS


1.9 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect selection. C. Include identification on each sample, with full Project information. D. Submit the number of samples specified in individual specification sections; two of which will be retained by Architect. E. Reviewed samples which may be used in the Work are indicated in

individual specification sections. 1.10 MANUFACTURER INSTALLATION INSTRUCTIONS A. When specified in individual specification sections, submit printed

instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Architect in quantities specified for Product Data. B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. 1.11 MANUFACTURER CERTIFICATES A. When specified in individual specification sections, submit certification by manufacturer to Architect, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect.

1.12 Not used 1.13 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703, Application and Certificate for Payment Continuation Sheet. B. Submit Schedule of Values in duplicate within 15 days after date established in Notice to Proceed. C. Format: Utilize the Table of Contents of this project manual. Identify each line item with number and title of the major specification section. Identify site mobilization, bo D. Include separately from each line item, a directly proportional amount of Contractor's overhead and profit. E. Revise schedule to list approved Change Orders, with each Application for Payment. 1.14 DEFERRED APPROVALS A. When portions of the Work are designated on the Drawings as requiring deferred approval by the Agency in Charge, submit shop drawings, product data, samples, test reports, manufacturer's instructions and

manufacturer's certificates specified in individual sections allowing sufficient time for Architect's review and for approval by the Agency in Charge prior to

fabrication and installation. Allow 15 working days for Architect's review and 15 working days for review and approval by the Agency in Charge.

01300 SUBMITTALS


B. Coordinate submission of items affected by work requiring deferred approval.

C. The Architect will submit documents to the Agency in Charge. The subcontractor producing documents for deferred approval shall accompany

the Architect to the Agency in Charge for any meetings or review. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used

END OF SECTION

01310 PROGRESS SCHEDULES


SECTION 01310

PROGRESS SCHEDULES PART 1 GENERAL 1.1 SECTION INCLUDES A. Format. B. Content. C. Revisions to schedules. D. Submittals.

E. Distribution. 1.2 RELATED SECTIONS A. Section 01010 - Summary of Work. B. Section 01300 - Submittals: Shop drawings, product data, samples, and schedule of values. 1.3 FORMAT A. Prepare a detailed bar chart or network analysis system using the critical

path method, as outlined in The Associated General Contractors of America (AGC) publication "The Use of CPM in Construction - A Manual for General Contractors".

B. Sequence of Listings: The chronological order of the start of each item of Work. C. Scale and Spacing: To provide space for notations and revisions. D. Sheet Size: Multiples of 8-1/2 x 11 inches. 1.4 CONTENT A. Show complete sequence of construction by activity, with dates for beginning

and completion of each element of construction. B. Identify each item by specification section number. C. Show accumulated percentage of completion of each item, and total

percentage of Work completed, as of the last day of each month. D. Provide separate schedule of submittal dates for shop drawings, product

data, and samples, including Owner furnished products, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes.

E. Indicate delivery dates for Owner furnished products. 1.5 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected

completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope,

and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect including the effect of changes on schedules of separate prime

contractors.

01310 PROGRESS SCHEDULES


1.6 SUBMITTALS A. Submit preliminary schedule within 5-days after date established in Notice to

Proceed unless noted otherwise in the contract. After review, resubmit required revised data within ten days.

B. Submit revised Progress Schedules with each Application for Payment. C. All schedules shall be produced in pdf format for distribution by the

contractor. 1.7 DISTRIBUTION A. Distribute copies of reviewed schedules to Project site file, Subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used

END OF SECTION

01400 QUALITY CONTROL


Page 1 of 2

SECTION 01400

QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality assurance - control of installation. B. Tolerances C. References. D. Mockup. E. Field Samples. F. Manufacturers' field services and reports. G. Inspection Services (see above). 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 01600 - Material and Equipment. 1.3 QUALITY ASSURANCE - CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services,

site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in

sequence. C. Should manufacturers' instructions conflict with Contract Documents,

request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and

sized to withstand stresses, vibration, physical distortion, or disfigurement. 1.4 TOLERANCES A. Monitor tolerance control of installed Products to produce acceptable Work. Do not permit t B. Comply with manufacturers' tolerances. Should manufacturers' tolerances

conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust Products to appropriate dimensions; position before securing Products in place.

1.5 REFERENCES A. For Products or workmanship specified by association, trade, or other

consensus 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 by date of issue current on date for receiving bids, except where a specific date is established by code.

C. Obtain copies of standards and maintain at site where required by Contract Documents. D. The contractual relationship, duties, and responsibilities of the parties in

01400 QUALITY CONTROL


Page 2 of 2

Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. 1.6 MOCK-UP A. Assemble and erect specified items with specified attachment and

anchorage devices, flashing, seals, and finishes. B. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed; remove mock-up and clear area when directed to do so. 1.7 FIELD SAMPLES A. Install field samples at the site as required by individual specification

sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual sections to be removed, clear area after field sample has been accepted by Architect. 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification sections, require material or

Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of

workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Submit qualifications of observer to Architect 30 days in advance of required observations. Observer subject to approval of Architect. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written

instructions. D. Submit report in duplicate within 15 days of observation to Architect for

review PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used

END OF SECTION

SECTION 01410 TESTING LABORATORY SERVICES


SECTION 01410

TESTING LABORATORY SERVICES PART 1 - GENERAL

1.1 SECTION INCLUDES A. Owner provided testing laboratory services. (Limited Roof Asbestos Report) B. Contractor provided testing and inspection services.


A. Document 00700 - General Conditions: Inspections, testing, and approvals required by public authorities.

B. Section 01400 - Quality Control: Project Inspector; Roofing Inspector; Special Inspector or inspection by local agency.

C. Section 01700 - Contract Closeout: Record documents. D. Individual Specification Sections: Inspections and tests required, and standards for

testing. E.

1.3 REFERENCES

A. CBC - California Building Code, 2013 Edition with California Amendments. B. CCR - California Code of Regulations.

1.4 REGULATORY REQUIREMENTS

A. Testing, sampling and preparing samples will be in accordance with the standards referenced in individual specification sections and in the applicable sections of CBC State Chapters.

B. Testing and submitting test reports will conform to provisions of Section 4-335, Part 1, Title 24, CCR.

1.5 SELECTION AND PAYMENT

A. The Owner will employ and pay for the services of a testing agency and obtain a Limited Roof Asbestos Inspection Report. A copy will be supplied to the Architect and to the Contractor. 1. Other Construction: The Owner will employ and pay for the services of a

testing laboratory to conduct other tests, inspections, and special inspections as required by the California Building Code and as specified in individual sections of this specification. a. Construction Requiring Testing and Inspection Other Than Special

Inspection: The testing laboratory will have management, laboratory and field supervisory personnel with minimum 5 years experience in testing and inspection of work and materials of construction and will have adequate facilities, equipment, and technical references to permit performance of testing and inspections within applicable regulations and standards in accordance with Section 4-335, Part 1, Title 24, CCR.

b. Construction Requiring Special Inspection: The testing laboratory will have special inspectors specially approved by the Division of the State Architect to conduct special inspections as required by the Office of Regulation Services under provisions of Section 4-333, Part 1, Title 24, CCR.

B. Retesting: When initial tests indicate non-compliance with the Contract Documents,

subsequent retesting occasioned by the non-compliance shall be performed by the same testing agency and the costs thereof will be deducted by the Owner from the



Contract Sum by Change Order. C. Retesting Covered Work: Re-examination of previously tested and inspected work

may be ordered by the Architect and by the Project Inspector. The Contractor shall uncover such work if retesting is ordered. If work is found in accordance with Contract Documents, the Owner will pay costs of uncovering, removing, retesting and replacing. If work is found not in accordance with Contract Documents, the Owner will deduct the cost of retesting from the Contract Sum by Change Order and the Contractor will bear the costs of uncovering, removing and replacing work.

D. Testing and inspecting performed for Contractor's convenience, such as testing and inspection to establish equivalence of substitutions, equivalence of repairs to damaged materials, and testing and inspecting to expedite the operations, shall be the Contractor's responsibility. 1. The Contractor shall employ a licensed professional engineer of the

discipline required to develop a testing program which will establish equivalency.

2. The Contractor shall submit the testing program to the Architect for review. 3. The Contractor shall arrange testing in accordance with the accepted testing

program to be performed by the Owner's testing laboratory. 4. The costs of testing done by the Owner's testing laboratory for the

Contractor will be deducted from the Contract Sum by Change Order. 5. The Contractor may not arrange for testing upon portions of the work already

completed except with the written consent of the Architect.

E. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents.

F. The Architect and Project Inspector shall have the right to make tests at any time on

materials or work done whether those materials are specified or substituted items.

1.6 TESTING AGENCY RESPONSIBILITIES A. Provide qualified personnel at site. Cooperate with Construction Manager, Architect,

Project Inspector and Contractor in performance of services. B. Perform specified sampling and testing of materials in accordance with specified

standards. C. Ascertain compliance of materials, adhesives, sealants and mixes with requirements

of Contract Documents. D. Promptly notify the Construction Manager, Owners Project Manager, Architect,

Project Inspector and Contractor of observed irregularities and non-conformance of work and products.

E. Perform additional tests required by the Architect. F. Attend Preconstruction Meeting. Attend Progress Meetings as requested.

1.7 TESTING AGENCY REPORTS

A. Test/Inspection Reports: 1. Reports will comply with Section 4-335(d), Part 1, Title 24, CCR. 2. Include every test and inspection made regardless of whether such tests and

inspections indicate that the material and procedures are satisfactory or unsatisfactory.

3. Include records of special sampling operations as required. 4. Indicate that materials were sampled and tested in accordance with

requirements of CCR regulations and Construction Documents. 5. Indicate specified design strength of materials such as masonry, concrete

and steel. 6. State whether or not materials and procedures comply with requirements of



the Construction Documents. 7. Submit copies of reports to the Construction Manager, Owner, Architect,

Project Inspector and Contractor within 14 days of tests. Submit copies of reports of non-complying materials and procedures immediately.

1.8 LIMITS ON TESTING AGENCY AUTHORITY

A. Agency or laboratory may not release, revoke, alter or enlarge on requirements of Contract Documents.

B. Agency or laboratory may not approve or accept any portion of the work. C. Agency or laboratory may not assume any duties of Contractor. D. Agency or laboratory has no authority to stop work.

1.9 CONTRACTOR RESPONSIBILITIES

A. Package and deliver to laboratory at designated location adequate samples of materials proposed to be used which require testing. Samples shall be selected by laboratory personnel. Allow proper time for selecting samples, and making tests or considerations.

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

C. Provide incidental labor and facilities to provide access to work to be tested, to obtain

and handle samples as selected by laboratory personnel at the site or at source of products to be tested, to facilitate tests and inspections, and for storage and curing of test samples.

D. Notify Construction Manager and Project Inspector, minimum 24 hours prior to expected time for operations requiring inspection and testing services. Do not allow work to be covered prior to inspection and testing.

1.10 SCHEDULE OF INSPECTIONS AND TESTS

A. Testing Certificates Provided by Contractor: 1. Wind uplift test by Roof Manufacturer’s Representative. 2. Pull Test for mechanical fasteners by the Roof Manufacturer’s

Representative. 3. Certification of materials and proper installation of Roof Systems by

Manufacturer’s Representative.

B. Testing Performed by Owner's Testing Laboratory at Contractor's Cost: The cost of the following initial tests, if required, will be deducted by the Owner from the Contract Sum by Change Order. 1. Testing to establish equivalence of material not properly identified. 2. Testing to establish equivalence of substitutions. 3. Testing required to expedite Contractor's operations. 4. Testing relating to repair of work which fails to meet specifications. 5. Testing and inspection required to correct damage to material in shipping

storage or improper installation. PART 2 - PRODUCTS

Not Used PART 3 - EXECUTION

Not Used END OF SECTION



SECTION 01410

TESTING LABORATORY SERVICES PART 1 - GENERAL

1.1 SECTION INCLUDES A. Owner provided testing laboratory services. (Limited Roof Asbestos Report) B. Contractor provided testing and inspection services.


A. Document 00700 - General Conditions: Inspections, testing, and approvals required by public authorities.

B. Section 01400 - Quality Control: Project Inspector; Roofing Inspector; Special Inspector or inspection by local agency.

C. Section 01700 - Contract Closeout: Record documents. D. Individual Specification Sections: Inspections and tests required, and standards for

testing. E.

1.3 REFERENCES

A. CBC - California Building Code, 2013 Edition with California Amendments. B. CCR - California Code of Regulations.

1.4 REGULATORY REQUIREMENTS

A. Testing, sampling and preparing samples will be in accordance with the standards referenced in individual specification sections and in the applicable sections of CBC State Chapters.

B. Testing and submitting test reports will conform to provisions of Section 4-335, Part 1, Title 24, CCR.

1.5 SELECTION AND PAYMENT

A. The Owner will employ and pay for the services of a testing agency and obtain a Limited Roof Asbestos Inspection Report. A copy will be supplied to the Architect and to the Contractor. 1. Other Construction: The Owner will employ and pay for the services of a

testing laboratory to conduct other tests, inspections, and special inspections as required by the California Building Code and as specified in individual sections of this specification. a. Construction Requiring Testing and Inspection Other Than Special

Inspection: The testing laboratory will have management, laboratory and field supervisory personnel with minimum 5 years experience in testing and inspection of work and materials of construction and will have adequate facilities, equipment, and technical references to permit performance of testing and inspections within applicable regulations and standards in accordance with Section 4-335, Part 1, Title 24, CCR.

b. Construction Requiring Special Inspection: The testing laboratory will have special inspectors specially approved by the Division of the State Architect to conduct special inspections as required by the Office of Regulation Services under provisions of Section 4-333, Part 1, Title 24, CCR.

B. Retesting: When initial tests indicate non-compliance with the Contract Documents,

subsequent retesting occasioned by the non-compliance shall be performed by the same testing agency and the costs thereof will be deducted by the Owner from the



Contract Sum by Change Order. C. Retesting Covered Work: Re-examination of previously tested and inspected work

may be ordered by the Architect and by the Project Inspector. The Contractor shall uncover such work if retesting is ordered. If work is found in accordance with Contract Documents, the Owner will pay costs of uncovering, removing, retesting and replacing. If work is found not in accordance with Contract Documents, the Owner will deduct the cost of retesting from the Contract Sum by Change Order and the Contractor will bear the costs of uncovering, removing and replacing work.

D. Testing and inspecting performed for Contractor's convenience, such as testing and inspection to establish equivalence of substitutions, equivalence of repairs to damaged materials, and testing and inspecting to expedite the operations, shall be the Contractor's responsibility. 1. The Contractor shall employ a licensed professional engineer of the

discipline required to develop a testing program which will establish equivalency.

2. The Contractor shall submit the testing program to the Architect for review. 3. The Contractor shall arrange testing in accordance with the accepted testing

program to be performed by the Owner's testing laboratory. 4. The costs of testing done by the Owner's testing laboratory for the

Contractor will be deducted from the Contract Sum by Change Order. 5. The Contractor may not arrange for testing upon portions of the work already

completed except with the written consent of the Architect.

E. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents.

F. The Architect and Project Inspector shall have the right to make tests at any time on

materials or work done whether those materials are specified or substituted items.

1.6 TESTING AGENCY RESPONSIBILITIES A. Provide qualified personnel at site. Cooperate with Construction Manager, Architect,

Project Inspector and Contractor in performance of services. B. Perform specified sampling and testing of materials in accordance with specified

standards. C. Ascertain compliance of materials, adhesives, sealants and mixes with requirements

of Contract Documents. D. Promptly notify the Construction Manager, Owners Project Manager, Architect,

Project Inspector and Contractor of observed irregularities and non-conformance of work and products.

E. Perform additional tests required by the Architect. F. Attend Preconstruction Meeting. Attend Progress Meetings as requested.

1.7 TESTING AGENCY REPORTS

A. Test/Inspection Reports: 1. Reports will comply with Section 4-335(d), Part 1, Title 24, CCR. 2. Include every test and inspection made regardless of whether such tests and

inspections indicate that the material and procedures are satisfactory or unsatisfactory.

3. Include records of special sampling operations as required. 4. Indicate that materials were sampled and tested in accordance with

requirements of CCR regulations and Construction Documents. 5. Indicate specified design strength of materials such as masonry, concrete

and steel. 6. State whether or not materials and procedures comply with requirements of



the Construction Documents. 7. Submit copies of reports to the Construction Manager, Owner, Architect,

Project Inspector and Contractor within 14 days of tests. Submit copies of reports of non-complying materials and procedures immediately.

1.8 LIMITS ON TESTING AGENCY AUTHORITY

A. Agency or laboratory may not release, revoke, alter or enlarge on requirements of Contract Documents.

B. Agency or laboratory may not approve or accept any portion of the work. C. Agency or laboratory may not assume any duties of Contractor. D. Agency or laboratory has no authority to stop work.

1.9 CONTRACTOR RESPONSIBILITIES

A. Package and deliver to laboratory at designated location adequate samples of materials proposed to be used which require testing. Samples shall be selected by laboratory personnel. Allow proper time for selecting samples, and making tests or considerations.

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

C. Provide incidental labor and facilities to provide access to work to be tested, to obtain

and handle samples as selected by laboratory personnel at the site or at source of products to be tested, to facilitate tests and inspections, and for storage and curing of test samples.

D. Notify Construction Manager and Project Inspector, minimum 24 hours prior to expected time for operations requiring inspection and testing services. Do not allow work to be covered prior to inspection and testing.

1.10 SCHEDULE OF INSPECTIONS AND TESTS

A. Testing Certificates Provided by Contractor: 1. Wind uplift test by Roof Manufacturer’s Representative. 2. Pull Test for mechanical fasteners by the Roof Manufacturer’s

Representative. 3. Certification of materials and proper installation of Roof Systems by

Manufacturer’s Representative.

B. Testing Performed by Owner's Testing Laboratory at Contractor's Cost: The cost of the following initial tests, if required, will be deducted by the Owner from the Contract Sum by Change Order. 1. Testing to establish equivalence of material not properly identified. 2. Testing to establish equivalence of substitutions. 3. Testing required to expedite Contractor's operations. 4. Testing relating to repair of work which fails to meet specifications. 5. Testing and inspection required to correct damage to material in shipping

storage or improper installation. PART 2 - PRODUCTS

Not Used PART 3 - EXECUTION

Not Used END OF SECTION

SECTION 01500 CONSTRUCTION FACILITIES


Page 1 of 3

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service,

water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, dust and mud

control, protection of the Work, and water control. C. Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary buildings. 1.2 RELATED SECTIONS A. Section 01700 - Contract Close-out. 1.3 TEMPORARY ELECTRICITY A. Permanent convenience receptacles may be utilized during construction

when pre-approved by District. Contractor to provide own electricity if approvable outlets cannot be located.

1.4 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Permanent building lighting may be utilized during construction. 1.5 TEMPORARY HEAT A. Existing facilities may be used. B. Maintain minimum ambient temperature of 50 degrees F in areas where

construction is in progress and is temperature sensitive, unless indicated otherwise in specifications.

1.6 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity,

and to prevent accumulation of dust, fumes, vapors, or gases. B. Utilize existing ventilation equipment. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations. 1.7 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to field office at time of project mobilization. 1.8 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. B. District will pay cost of water used. Exercise measures to conserve water. 1.9 TEMPORARY SANITARY FACILITIES A. Existing facility use is not permitted. Contractor to provide temporary

facilities as required. 1.10 INSPECTOR’S OFFICE



Page 2 of 3

A. Not used. 1.11 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent

properties from damage from construction operations and demolition. B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.12 FENCING

A. Fence area of constrution as required to protect construction, unsafe areas and newly finished surfaces.

B. Protect areas under construction all sides by caution tape and barricades. C. If needed all Temporary Fencing to be 6’-0” high minimum and to have black

or green (all one color) mesh to obscure the view into the site from that area outside the construction zone. Contractor shall maintain and repair the mesh throughout construction to make sure it always looks neat.

1.13 WATER CONTROL A. Not required. 1.14 EXTERIOR ENCLOSURES A. Not Used. 1.15 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage. C. Provide protective coverings at walls, projections, jambs, sills, and sophist of

openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped areas or parking top decks. 1.16 SECURITY A. Provide security and facilities to protect Work, and existing facilities, and District's operations from unauthorized entry, vandalism, or theft. B. Coordinate with District's security program. 1.17 ACCESS ROADS A. Provide and maintain access to fire hydrants, free of obstructions. B. Designated existing on-site roads may be used for construction traffic. 1.18 PARKING A. Arrange for temporary surface parking areas to accommodate construction

personnel. B. When site space is not adequate, provide additional off-site parking.



Page 3 of 3

1.19 PROGRESS CLEANING AND WASTE REMOVAL A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in

a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces,

and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and

continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and rubbish from site

periodically and dispose off-site. 1.20 PROJECT IDENTIFICATION A. No signs are allowed without District permission except those required by law. 1.21 FIELD OFFICES AND SHEDS A. District will provide space for Project meetings. B. Storage Sheds for Tools, Materials and Equipment: Weathertight, with heat

and ventilation for products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored

materials. C. Locate material storage or tool storage sheds as directed by District. 1.22 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to

Substantial Completion inspection. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. 1.23 DUST AND MUD CONTROL

A. Provide positive methods and apply dust control materials to minimize raising dust from construction operations. Provide positive means to prevent airborne dust from dispersing into the building, garage or atmosphere.

PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used

END OF SECTION

01600 MATERIAL AND EQUIPMENT


Page 1 of 2

SECTION 01600

MATERIAL AND EQUIPMENT

PART 1 GENERAL


A. Products.

B. Transportation and handling.

C. Storage and protection.


A. Instructions to Bidders: Product options and substitution procedures.

B. Section 01300 - Submittals.

C. Section 01400 - Quality Control.

D. Section 01700 - Contract Close-out.

1.3 PRODUCTS

A. Do not use materials and equipment removed from existing premises, except as

specifically permitted by the Contract Documents.

B. Provide interchangeable components of the same manufacture, for components

being replaced.

1.4 TRANSPORTATION AND HANDLING

A. Transport and handle Products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to ensure that Products comply with requirements,

quantities are correct, and Products are undamaged.

C. Provide equipment and personnel to handle Products by methods to prevent

soiling, disfigurement, or damage.

1.5 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturers' instructions,

with seals and labels intact and legible.

B. Store sensitive Products in weather tight, climate controlled enclosures.

C. For exterior storage of fabricated Products, place on sloped supports, above

ground.

D. Provide bonded off-site storage and protection when site does not permit on-site

storage or protection.

E. Cover Products subject to deterioration with impervious sheet covering.

Provide ventilation to avoid condensation or potential degradation of product.

F. Store loose granular materials on solid flat surfaces in a well-drained area.

Prevent mixing with foreign matter.

G. Provide equipment and personnel to store Products by methods to prevent

soiling, disfigurement, or damage.

H. Arrange storage of Products to permit access for inspection. Periodically

inspect to verify Products are undamaged and are maintained in acceptable

condition.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01600 MATERIAL AND EQUIPMENT


Page 2 of 2

3.1 WORKMANSHIP

A. Where not more specifically described in any other Contract Documents, workmanship shall conform to methods and operations of best standards and accepted practices of trade or trades involved and shall include items of fabrication, construction, or installation regularly furnished or required for completion (including finish and for successful operation, as intended).

B. Work shall be executed by tradespersons skilled in their respective lines of Work.

When completed, parts shall have been durably and substantially built and present a neat appearance.

3.2 COORDINATION

A. Contractor shall coordinate installation of Work so as to not interfere with installation of others. Adjustment or rework because of Contractor’s failure to coordinate will be at no additional cost to District.

B. Contractor shall examine in-place work for readiness, completeness, fitness to be

concealed or to receive other work, and in compliance with Contract Documents. Concealing or covering Work constitutes acceptance of additional cost which will result should in-place Work be found unsuitable for receiving other Work or otherwise deviating from the requirements of the Contract Documents.

3.3 COMPLETENESS

A. Contractor shall provide all portions of the Work, unless clearly stated otherwise, installed complete and operational with all elements, accessories, anchorages, utility connections, etc., in manner to assure well-balanced performance, in accordance with manufacturer's recommendations and by Contract Documents. For example, electric water coolers require water, electricity, and drain services; roof drains require drain system; sinks fit within countertop, etc. Terms such as “installed complete,” “operable condition,” “for use intended,” “connected to all utilities,” “terminate with proper cap,” “adequately anchored,” “patch and refinish,” “to match similar,” should be assumed to apply in all cases, except where completeness of functional or operable condition is specifically stated as not required.

3.4 APPROVED INSTALLER OR APPLICATOR

A. Installation by a manufacturer’s approved installer or applicator is an understood part of Specifications and only approved installer or applicator is to provide on-site Work where specified manufacturer has on-going program of approving (i.e. certifying, bonding, re-warranting) installers or applicators. Newly established relationships between a manufacturer and an installer or applicator who does not have other approved applicator work in progress or completed is not approved for this Project.

3.5 MANUFACTURER'S RECOMMENDATIONS

A. All installations shall be in accordance with manufacturer's published recommendations and specific written directions of manufacturer's representative. Should Contract Documents differ from recommendations of manufacturer or directions of his representative, Contractor shall analyze differences, make recommendations to the District and the Architect in writing, and shall not proceed until interpretation or clarification has been issued by the District and/or the Architect

END OF SECTION

SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS


Page 1 of 2

SECTION 01630

PRODUCT OPTIONS AND SUBSTITUTIONS PART 1 GENERAL 1.1 SECTION INCLUDES

A. Contractor's options in selection of products. B. Requests for substitution of products. 1.2 RELATED SECTIONS A. General Conditions: Standards of Materials.

B. Supplementary Conditions C. Coordination: Applicability of specified reference standards; coordination of construction.

D. Submittals: Proposed products list; product data submittals. E. Contract Closeout: Record documents operation and maintenance data. 1.3 OPTIONS (Based on scope of project and products specified for use, review listed options below and coordinate with General Conditions)

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards.

B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not specifically named.

C. Products Specified by Naming Several Manufacturers: Products of named manufacturers meeting specifications; no substitutions of products by other manufacturers allowed.

D. Products Specified by Naming Only One Manufacturer: No option due to necessity to match existing products or systems; no substitutions allowed.

1.4 LIMITATIONS ON SUBSTITUTIONS

A. Requests for substitutions of products will be considered only within 14 days after Notice to Proceed unless noted otherwise. Subsequent requests will be considered only in case of product unavailability or other conditions beyond control of Contractor.

B. Substitutions will not be considered when indicated on shop drawings or product data submittals without separate formal request, when requested directly by subcontractor or supplier, or when acceptance will require substantial revision of Contract Documents.

C. Substitute products shall not be ordered or installed without written acceptance. D. Only one request for substitution for each product will be considered. When substitution is

not accepted, provide specified product. E. Architect will determine acceptability of substitutions. Substitutions must be approved by the

Architect and Owner. F. Substitutions shall not extend the contract completion date. G. Unless substitution is due to product availability outside the contractor’s control, and unless

notified in advance by the Architect, substitution review time shall be billed to the contractor at $185/hr with a 2-hour minimum. Contractor agrees that this amount shall be deducted from the contractors bid price through change order.

1.5 REQUESTS FOR SUBSTITUTIONS

A. Submit separate request for each substitution. Document each request with complete data substantiating compliance of proposed substitution with requirements of Contract Documents. Schedule submittal to allow review time by the Architect.

B. Identify product by Specifications section and Article numbers. Provide manufacturer's name and address, trade name of product, and model or catalog number. List fabricators and suppliers, as appropriate.

C. Attach product data as specified in Section 01300. D. List similar projects using product, dates of installation and names of Architect/Engineer and

Owner. E. Give itemized comparison of proposed substitution with specified product, listing variations

and reference to Specifications section and Article numbers.

SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS


Page 2 of 2

F. Give quality and performance comparison between proposed substitution and the specified product.

G. Give cost data comparing proposed substitution with specified product and amount of net change to Contract Sum.

H. List availability of maintenance services and replacement materials. I. State effect of substitution on construction schedule and changes required in other work or

products. J. State if use of proposed substitutions is subject to payment of license fee or royalty. K. Submit sample of manufacturer's standard form of guarantee or warranty for proposed

substitution. L. Provide complete submittal of specified product along with substitution and highlight all

specified standards and limitations in both the specified product submittal and the substituted product request submittal to make comparison direct and obvious. Submittals that are not complete, not highlighted, and not clear shall be rejected upon receipt.

1.6 CONTRACTOR REPRESENTATION

A. Request for substitution constitutes a representation that Contractor: 1. Has investigated proposed product and has determined that it is equal to or superior

in all respects to specified product or that the cost reduction offered is ample justification for accepting the offered substitution.

2. Will provide same warranty for substitution as for specified product. 3. Will coordinate installation of accepted substitute, making such changes as may be

required for work to be complete in all respects. 4. Will pay additional costs generated by an accepted substitution, including the cost of

the Architect's additional services associated with reviewing and incorporating the substitution. See above for minimum costs.

B. Contractor certifies that: 1. Cost data presented is complete and includes all related costs under this Contract. 2. Substitution is in full compliance with the Contract Documents and applicable

regulatory requirements. C. Contractor waives claims for additional costs related to substitution which may later become

apparent. 1.7 SUBMITTAL PROCEDURES

A. Submit three copies of request for substitution. B. Requests for substitutions will be reviewed and Contractor notified in writing of Owner’s

decision to accept or reject requested substitution within 21 days. C. For accepted products, submit shop drawings, product data and samples under provisions of

Section 01300. PART 2 PRODUCTS

Not used.

PART 3 EXECUTION Not used.

END OF SECTION

01700 CONTRACT CLOSE-OUT


Page 1 of 3

SECTION 01700

CONTRACT CLOSE-OUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Close-out procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties.

G. Spare maintenance materials. 1.2 RELATED SECTIONS A. Section 01027 - Applications for Payment B. Section 01500 - Construction Facilities and Temporary Controls when

included. 1.3 CLOSE-OUT PROCEDURES

A. Submit written certification via the “STATEMENT OF COMPLETION” form (provided by the Architect / Owner) that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect's review.

B. Provide submittals to Architect that are required by governing or other authorities.

C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. Deliver Project Record

Documents, Warranties and Bonds, Spare Maintenance Materials, and final Operation and Maintenance Dates at one time with final Application for Payment.

D. Owner will occupy portions of the site as specified in Section 01010 if included.

1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior surfaces exposed to view; remove temporary

labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.

C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. D. Clean debris from roofs, gutters, downspouts, and drainage systems. E. Clean site; sweep paved areas, rake clean landscaped surfaces. F. Remove waste and surplus materials, rubbish, and construction facilities

from the site. G. Leave any and all areas, which have been entered during the course of the Work, in a neat condition, free from debris, weeds and material not called for

in the Construction Documents. 1.5 ADJUSTING



Page 2 of 3

A. Adjust operating Products and equipment to ensure smooth and unhindered operation.

1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following Record Documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by

Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress on a set of

drawings and in a copy of the Project Manual provided by Owner. E. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. F. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured locations of internal utilities and appurtenances concealed

in construction, referenced to visible and accessible features of the Work.

2. Field changes of dimension and detail. 3. Details not on original Contract Drawings. G. Submit signed letter to the Architect stating that the “AS-BUILT” drawings are accurate. H. Submit all completed documents to Architect with claim for final Application

for Payment. 1.7 PROJECT BINDER A. Submit data two hard copies and one electronic pdf file of bound in 8-1/2 x

11 inch text pages, three ring binders with durable plastic covers. B. Prepare binder cover with printed title "PROJECT BINDER", title of project and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers,

logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product

or system description identified, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of

Architect, Engineer, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, Warranties, and

project submittals arranged by specification section in CSI Format. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:



Page 3 of 3

a. Significant design criteria. b. List of equipment. c. Parts list for each component. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including

recommended cleaning methods and materials, and special precautions identifying detrimental agents.

3. Part 3: Project documents and certificates, including the following: a. Shop Drawings and Product Data Submittals. b. Testing Results c. Certificates. d. Photocopies of Warranties and Bonds. 4. Part 4: Change Orders 5. Part 5: Architectural and Construction Details 6. Part 6: Addenda 7. Part 7: Final Release of Liens E. Submit two copies of completed volumes in final form 15 days prior to final

inspection. This copy will be reviewed and returned after final inspection with Architect/Engineer comments. Revise content of all documents as required prior to final submission.

F. Submit revised final volumes along with electronic pdf files, with claim for final Application for Payment.

1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and

manufacturers into PROJECT BINDER above. D. Submit all material with final Application for Payment. For equipment put to use with Owner's permission during construction, submit within ten days after first operation. E. For items of Work delayed beyond date of Substantial Completion, provide

updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period.

1.9 SPARE MAINTENANCE MATERIALS A. Provide products, spare maintenance materials in quantities specified in

individual specification sections. B. Deliver to Project site and place in location as directed by Owner; obtain receipt prior to final payment. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used

END OF SECTION

01740 WARRANTIES, GUARANTIES, & BONDS


WARRANTIES, GUARANTIES AND BONDS

PART 1 -- GENERAL 1.01 WORK INCLUDED:

A. This Section specifies general requirements for written warranties, guaranties and bonds required by the Contract Documents.

B. Submittal to, and approval by, the Owner of the warranties, guaranties and bonds

are prerequisites to final payment under the Contract.

1.02 RELATED WORK: A. Related work specified elsewhere:

1. Section 01700 -- Contract Closeout 2. Section 01010 – 1.10 Interim Maintenance, Warranty and Service

1.03 TIME PERIOD:

A. Deliver manufacturers' warranties, guaranties and bonds required by Contract

Documents, with Owner named as beneficiary. For equipment and machinery, or components thereof, bearing a manufacturer's warranty or guaranty that extends for a longer time period than the Contractor's warranty and guaranty, deliver manufacturer's warranties or guaranties in same manner.

1.04 FORM:

A. Written warranties and guaranties, excepting manufacturer's standard printed

warranties and guaranties shall be submitted on the Contractor's, Subcontractors, material suppliers', or manufacturers' own letterhead, addressed to Owner. Warranties and guaranties shall be submitted in duplicate, and in the form shown on the following page, signed by all pertinent parties and by Contractor in every case, with modifications as approved by Owner to suit the conditions pertaining to the warranty or guaranty.

1.05 SUBMITTAL:

A. The Contractor shall collect and assemble written warranties and guaranties from all

subs, material suppliers and manufacturers into a bound booklet form, and deliver the bound books to Architect for delivery to the Owner for final review and approval.

B. Submit required warranty/guaranty on letterhead of Contractor responsible for each

type of Work in accordance with attached sample form.

01740 WARRANTIES, GUARANTIES, & BONDS


WARRANTY/GUARANTY

FOR _______________________________________________ WORK

We, the undersigned, do hereby warranty and guaranty that the parts of the Work described above which we have furnished and/or installed for:

--

--

is in accordance with the Contract Documents and that all said Work as installed will fulfill or exceed all the Warranty and Guaranty requirements. We agree to repair or replace Work installed by us, together with any adjacent Work which is displaced or damaged by so doing, that proves to be defective in workmanship, material, or operation within a period of; (Circle one) 1. Twenty (20) years for the Roofing Manufacturer’s Warranty 2. Two (2) years for the Special Project Warranty (Roofing Contractor’s Warranty) 3. One (1) year for all others from the date of final acceptance by Owner or from the Date of Certificate of Substantial Completion, whichever is the earlier, ordinary wear and tear and unusual neglect or abuse excepted. In the event of our failure to comply with the above mentioned conditions within a reasonable time period determined by the Owner, after notification in writing, we, the undersigned, all collectively and separately, hereby authorize the Owner to have said defective Work repaired and/or replaced and made good, and agree to pay to the Owner upon demand all moneys that the Owner may expend in making good said defective Work, including all collection cost and reasonable attorney fees. Date:____________ __________________________________________________ (Subcontractor, Sub-subcontractor, Manufacturer or Supplier) By: __________________________________________________ Title:__________________________________________________

State License No: ___________________________________________________ Local Representative: For maintenance, repair or replacement service, contact: Name:_________________________________________________________________ Address:_______________________________________________________________ Phone Number:__________________________________________________________

END OF SECTION