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HomeMy WebLinkAbout2501 EL CAMINO REAL; SPECIF; CB131997; Structural CalculationsWestfield Carlsbad 2525 El Canino Real #100 Carlsbad California JPRAPrectNo. 1739 SPECIICATIONS OWNER/DEVELOPER WESTFIELD CORPORATION, INC. 11601 Wilshire Blvd. Los Angeles, CA 90025 310.893.4151 AUGUST 12, 2013: STEEL PACKAG] Gopyri|hl© 2012, JPRA Architects JPRA ARCHITECTS 39300 West Twelve Mile Road, Suite 180 farmington Hills, Michigan 48331 248.737.0180 S n^siM ANF & ASSOCIATES 9420 Telstar Avenue, Suite 118 El Monte, CA 91731 626.448.8182 ROSHANIAN & ASSOCIATES 6404 Wilshire Blvd, Suite 610 Los Angeles, CA 90048 323.933.5252 RECEIVED AUG 1 9 2013 CITY OF CARLSBAD BUILDING DIVISION TABLE OF CONTENTS SPECIFICATIONS PAGES ISSUED DIVISION 01 - GENERAL REQUIREMENTS SECTION 011000 - SUMMARY 1 -3 08/12/13 SECTION 012500 - SUBSTITUTION PROCEDURES 1 -3 08/12/13 SECTION 012513 - SUBSTITUTION REQUEST FORM 1 -3 08/12/13 SECTION 012600 - CONTRACT MODIFICATION PROCEDURES 1 -3 08/12/13 SECTION 012900 - PAYMENT PROCEDURES 1 -5 08/12/13 SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION 1 -9 08/12/13 SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION 1 -7 08/12/13 SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION 1 -3 08/12/13 SECTION 013300 - SUBMITTAL PROCEDURES 1 -10 08/12/13 SECTION 014000 - QUALITY REQUIREMENTS 1 -9 08/12/13 SECTION 014200 - REFERENCES 1 -16 08/12/13 SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS 1 -10 08/12/13 SECTION 016000 - PRODUCT REQUIREMENTS 1 -5 08/12/13 SECTION 017300 - EXECUTION 1 -9 08/12/13 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1 -6 08/12/13 SECTION 017700 - CLOSEOUT PROCEDURES 1 -7 08/12/13 SECTION 017823 - OPERATION AND MAINTENANCE DATA 1 -9 08/12/13 SECTION 017839 - PROJECT RECORD DOCUMENTS 1 -5 08/12/13 SECTION 017900 - DEMONSTRATION AND TRAINING 1 -7 08/12/13 DIVISION 03 - CONCRETE SECTION 033000 - CAST-IN-PLACE CONCRETE SECTION 033713 - SHOTCRETE SECTION 035300 - CONCRETE TOPPING 1-39 1 - 13 1-7 07/22/13 07/22/13 07/22/13 DIVISION 05 - METALS SECTION 051200 SECTION 052100 SECTION 053100 SECTION 055000 SECTION 055100 SECTION 055213 - STRUCTURAL STEEL FRAMING - STEEL JOIST FRAMING - STEEL DECKING - METAL FABRICATIONS - METAL STAIRS - PIPE AND TUBE RAILINGS 1 - 11 1-6 1-7 1 - 13 1 - 10 1 -10 08/12/13 08/12/13 08/12/13 08/12/13 08/12/13 08/12/13 Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 011000 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instructions for additional information which will supercede Specification instmctions. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Work restrictions. 5. Specification and drawing conventions. 1.3 PROJECT INFORMATION A. Project Identification: Westfield Carlsbad. 1. Project Location: Carlsbad, CaHfomia. B. Owner: Westfield Corporation, Inc. 1. 1601 Wilshire Blvd. 2. Los Angeles, CA 90025. 3. Telephone: 310.893.4151. C. Architect: Architect: JPRA Architects. 1. Address: 39300 West Twelve Mile Road, Suite 180 Farmington Hills, Michigan 48331. 2. Telephone: 248.737.0180. 3. Fax: 248.737.9161. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: August 12, 2013 011000 - 1 SUMMARY Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1. Foundations and Concrete Bid/Permit Package for repurpose of Rob May Department Store building.. B. Type of Contract: 1. Project will be constmcted under a single prime contract. 2. Refer to Westfield contract and bidding instmctions for additional information. 1.5 ACCESS TO SITE A. General: Contractor shall have full use of Project site for constmction operations during constmction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Coordinate all activities with on-site representative. 1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by constmction operations. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 1.6 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on constmction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes. C. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted. 1.7 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: August 12, 2013 011000 -2 SUMMARY ? Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. 3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000 August 12, 2013 011000 - 3 SUMMARY Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 012500 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instmctions for additional infonnation which will supercede Specification instmctions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. B. Related Requirements: 1. Section 012513 "Substitution Request Form." 2. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers. 1.3 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of constmction from those required by the Confract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. 1.4 ACTION SUBMITTALS A. Substitution Requests: Subniit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Documentation: Show compliance with requirements for substitutions and the following, as applicable: August 12,2013 012500 - 1 SUBSTITUTION PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 a. b. c. e. f. g- h. i. J- Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. Coordination infonnation, including a list of changes or revisions needed to other parts of the Work and to constmction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, wananties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. Product Data, including drawings and descriptions of products and fabrication and installation procedures. Samples, where applicable or requested. Certificates and qualification data, where applicable or requested. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. Research reports evidencing compliance with building code in effect for Project. Detailed comparison of Contractor's constmction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of constmction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. Cost information, including a proposal of change, if any, in the Contract Sum. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 2. Architect's Action: If necessary. Architect will request additional infonnation or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional infonnation or documentation, whichever is later. b. Forms of Acceptance: Change Order, Constraction Change Directive, or Architect's Supplemental Instractions for minor changes in the Work. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. August 12, 2013 012500 - 2 SUBSTITUTION PROCEDURES. Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.5 QUALFTY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. 1.6 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will retum requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's constraction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed unless otherwise indicated. PART 3 - EXECUTION (Not Used) END OF SECTION 012500 August 12,2013 012500 - 3 SUBSTITUTION PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 0125131 - SUBSTITUTION REQUEST FORM PART 1 - GENERAL 1.1 IDENTIFICATION: A. Request Number: B. Contractor: C. Subcontractor: 1.2 REQUEST: A. We hereby submit for consideration the following product in place of the specified product for this project: Specified Product Specification Section/Reference Drawing(s) Proposed Substitution: Manufacturer: Location: Product Website URL: Phone: Product Name: Model ID: Time Used: G New; G 1-2 yrs.; G 3-5 yrs.; G 5-10 yrs.; G > 10 yrs. Difference between Proposed Substitution and Specified Product: _ 1.3 INFORMATION: A. Attach complete information for changes to Drawings and/or Specifications which the proposed substitution will require for its proper installation. 1.4 SUBMISSION: A. Submit with request all necessary samples and substantiating data to establish equivalent quality and performance to the specified product. Clearly mark manufacturer's literature to indicate equivalent performance. 1.5 AFFIRMATION: A. Does the substitution affect dimension shown on the Drawings? Yes No If yes, August 12, 2013 012513 - 1 SUBSTITUTION REQUEST FORM Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 clearly indicate how: B. Does the substitution result in a (credit ) (add ) (no change ) to base contract amount? 1. If Credit/Add, How Much: (-/-i-) C. Will the Undersigned pay for all additional costs resulting from the proposed substitution including Architect's and Consultants' additional services? Yes No If no, fully explain: D. What effect does the substitution have on other subcontracts or trades? E. What effect does the substitution have on the constraction schedule? F. Are manufacturer's warranties for the proposed and specified products the same? Yes No If no, explain or provide attachment G. Reason for substitution request: H. Itemized comparison of specified product(s) and proposed substitution: I. Accurate cost data comparing proposed substitution with specified product: J. Differences of maintenance services and sources: 1.6 AFFIRMATION DOCUMENTATION: A. Submit executed affidavit from Product Manufacturer as required in article 4.4.3.1 of the General Conditions. August 12, 2013 012513-2 SUBSTITUTION REQUEST FORM i Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Additionally submit Testing Laboratory Certificate as required in article 4.4.3.2 of the General Conditions. C. Contractor is specifically bound by the requirements of article 4.4.4 of the General Conditions in addition to those of this Section. 1.7 ARCHITECT'S ACTION: A. Refer to Applied Stamp with Annotations. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 012513 August 12, 2013 012513 - 3 SUB STITUTION REQUEST FORM Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 012600 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for handling and processing Contract modifications. B. Related Requirements: 1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instractions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instractions." 1.4 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Work Change Proposal Requests issued by Architect are not instractions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. August 12, 2013 012600 - 1 CONTRACT MODIFICATION PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's constraction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. 1. 2. 4. 5. 6. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, fumish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include costs of labor and supervision directly attributable to the change. Include an updated Contractor's constraction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified. 1.5 CHANGE ORDER PROCEDURES A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G70I. 1.6 CONSTRUCTION CHANGE DIRECTIVE A. Constraction Change Directive: Architect may issue a Constraction Change Directive on AIA Document G714. Constraction Change Directive instracts Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Constraction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Constraction Change Directive. August 12, 2013 012600 - 2 CONTRACT MODIFICATION PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 012600 August 12,2013 012600 - 3 CONTRACT MODIFICATION PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 012900 - PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional infonnation which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Requirements: 1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 2. Section 013200 "Constraction Progress Documentation" for administrative requirements goveming the preparation and submittal of the Contractor's constraction schedule. 1.3 DEFINITIONS A. Schedule of Values: A statement fumished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's constraction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values. 1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following: a. Application for Payment forms with continuation sheets. b. Submittal schedule. c. Items required to be indicated as separate activities in Contractor's constraction schedule. August 12, 2013 012900 - 1 PAYMENT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment. B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the schedule of values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Anange schedule of values consistent with format of AIA Document G703. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum. a. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. If required, include evidence of insurance. 6. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option. 8. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Constraction Change Directives result in a change in the Contract Sum. August 12, 2013 012900-2 PAYMENT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of constraction work covered by each Application for Payment is the period indicated in the Agreement. C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will retum incomplete applications without action. 1. Entries shall match data on the schedule of values and Contractor's constraction schedule. Use updated schedules if revisions were made. 2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment. 3. Include amounts of Change Orders and Constraction Change Directives issued before last day of constraction period covered by application. 4. Indicate separate amounts for work being carried out under Owner-requested project acceleration. E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site. 1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials. 2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials. 3. Provide summary documentation for stored materials indicating the following: a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment. b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of cunent Application for Payment. c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of cunent Application for Payment. F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to by a method ensuring receipt. One copy shall include waivers of lien and similar August 12,2013 012900- 3 PAYMENT PROCEDURES Steel Package G. H. J. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 attachments if required. I. Transmit each copy with a transmittal form Hsting attachments and recording appropriate information about application. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for constraction period covered by the previous application. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of values. 3. Contractor's constraction schedule (preliminary if not final). 4. Combined Contractor's constraction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor. 5. Products list (preliminary if not final). 6. Submittal schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. List of Contractor's principal consultants. 9. Copies of building permits. 10. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 11. Initial progress report. 12. Report of preconstraction conference. 13. Certificates of insurance and insurance policies. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. August 12, 2013 012900 - 4 PAYMENT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 9. Final meter readings for utiHties, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for conesponding elements of the Work. Final Hquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 012900 August 12, 2013 012900-5 PAYMENT PROCEDURES I I Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional infonnation which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative provisions for coordinating constraction operations on Project including, but not limited to, the following: 1. General coordination procedures. 2. Coordination drawings. 3. Requests for Information (RFIs). 4. Project meetings. B. Related Requirements: 1. Section 013200 "Constraction Progress Documentation" for preparing and submitting Contractor's constraction schedule. 2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including estabHshment of benchmarks and control points. 3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents. 1.4 INFORMATIONAL SUBMITTALS A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to fumish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. August 12, 2013 013100 - 1 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. 3. Number and title of related Specification Section(s) covered by subcontract. Drawing number and detail references, as appropriate, covered by subcontract. 1.5 GENERAL COORDINATION PROCEDURES A. Coordination: Coordinate constraction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate constraction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule constraction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later instaUation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other constraction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's constraction schedule. 2. Preparation of the schedule of values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 1.6 COORDINATION DRAWINGS A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity. 1. Content: Project-specific infonnation, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed August 12,2013 013100-2 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 data. Include the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Indicate functional and spatial relationships of components of architectural, stractural, civil, mechanical, and electrical systems. c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the instaUation. d. Show location and size of access doors required for access to concealed dampers, valves, and other controls. e. Indicate required installation sequences. f. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide altemate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. B. Coordination Drawing Organization: Organize coordination drawings as follows: 1. Floor Plans and Reflected Ceiling Plans: Show architectural and stractural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work. 2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of confHct between light fixtures and other components. 3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment. 4. Stractural Penetrations: Indicate penetrations and openings required for all disciplines. 5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items. 6. Mechanical and Plumbing Work: Show the following: a. Sizes and bottom elevations of ductwork, piping, and conduit rans, including insulation, bracing, flanges, and support systems. b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. c. Fire-rated enclosures around ductwork. 7. Electrical Work: Show the following: a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger. August 12, 2013 013100 - 3 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations. c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations. d. Location of pull boxes and junction boxes, dimensioned from column center lines. 8. Fire-Protection System: Show the following: a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 9. Review: Architect wiU review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect detemiines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient. Architect will so inform Contractor, who shall make changes as directed and resubmit. 1.7 REQUESTS FOR INFORMATION (RFIs) A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will retum RFIs submitted to Architect by other entities controlled by Contractor with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the foUowing: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. August 12, 2013 013100-4 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 13. Attachments: Include sketches, descriptions, measurements, photos. Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, stractural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. RFI Forms: AL\ Document G716. D. Architect's Action: Architect and Constraction Manager wiU review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Architect's actions on submittals. f. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action on RFIs that may resuU in a change to the Contract Time or the Contract Sum may be eligible for Contractor to subniit Change Proposal according to Section 012600 "Contract Modification Procedures." a. If Contractor believes the RFI response wanants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were retumed without action or withdrawn. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. 9. Identification of related Minor Change in the Work, Constraction Change Directive, and Proposal Request, as appropriate. August 12, 2013 013100 - 5 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.8 PROJECT MEETINGS General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. 1. 2. 3. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concemed, including Owner and Architect, within three days of the meeting. B. Preconstraction Conference: Architect will schedule and conduct a preconstraction conference before starting constraction, at a time convenient to Owner and Architect, but no later than days after execution of the Agreement. 1. 2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concemed parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. Agenda: Discuss items of significance that could affect progress, including the foUowing: a. Tentative constraction schedule. b. Critical work sequencing and long-lead items. c. Designation of key personnel and their duties. d. Procedures for processing field decisions and Change Orders. e. Procedures for RFIs. f. Procedures for testing and inspecting. g. Procedures for processing Applications for Payment. h. Distribution of the Contract Documents. i. Submittal procedures. j. Preparation of record documents. k. Use of the premises. 1. Work restrictions. m. Working hours. n. Owner's occupancy requirements. o. Responsibility for temporary facilities and controls. p. Procedures for moisture and mold control. q. Procedures for dismptions and shutdowns. r. Constraction waste management and recycling. s. Parking availability. t. Office, work, and storage areas. u. Equipment deliveries and priorities. v. First aid. w. Security. x. Progress cleaning. August 12, 2013 013100-6 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each constraction activity that requires coordination with other constraction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Agenda: Review progress of other constraction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related RFIs. d. Related Change Orders. e. Purchases. f. Deliveries. g. Submittals. h. Review of mockups. i. Possible conflicts. j. Compatibility requirements. k. Time schedules. 1. Weather limitations. m. Manufacturer's written instractions. n. Wananty requirements. o. Compatibility of materials. p. Acceptability of substrates. q. Temporary facilities and controls. r. Space and access limitations. s. Regulations of authorities having jurisdiction. t. Testing and inspecting requirements. u. Installation procedures. V. Coordination with other work. w. Required performance results. x. Protection of adjacent work. y. Protection of constraction and personnel. 3. Record significant conference discussions, agreements, and disagreements, including required conective measures and actions. 4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information. 5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Conduct progress meetings at regular intervals. August 12, 2013 013100 - 7 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concemed with cunent progress or involved in planning, coordination, or perfonnance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and conect or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Constraction Schedule: Review progress since the last meeting. Detennine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's constraction schedule. Determine how constraction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that cunent and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Stams of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Progress cleaning. 10) Quality and work standards. 11) Status of conection of deficient items. 12) Field observations. 13) Stams of RFIs. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. 17) Pending claims and disputes. 18) Documentation of information for payment requests. 3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's constraction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concunently with the report of each meeting. August 12, 2013 013100-8 PROJECT MANAGEMENT AND COORDINATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 013100 August 12, 2013 013100 - 9 PROJECT MANAGEMENT AND COORDINATION I • Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional infonnation which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for documenting the progress of constraction during performance of the Work, including the following: 1. Contractor's constraction schedule. 2. Constraction schedule updating reports. 3. Daily constraction reports. 4. Site condition reports. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting schedules and reports. 2. Section 014000 "Quality Requirements" for submitting a schedule of tests and inspections. 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the constraction project. Activities included in a constraction schedule consume time and resources. 1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum unless otherwise approved by Architect. August 12, 2013 013200 - 1 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. CPM: Critical path method, which is a method of planning and scheduling a constraction project where activities are ananged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project. D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. E. Event: The starting or ending point of an activity. F. Float: The measure of leeway in starting and completing an activity. 1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. 2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity. 3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. G. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled. 1.4 INFORMATIONAL SUBMITTALS A. Format for Submittals: Submit required submittals in the following fonnat: 1. Working electronic copy of schedule file, where indicated. 2. PDF electronic file. 3. Two paper copies. B. Startup Network Diagram: Of size required to display entire network for entire constraction period. Show logic ties for activities. C. Contractor's Constraction Schedule: Initial schedule, of size required to display entire schedule for entire constraction period. 1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label. D. CPM Reports: Concunent with CPM schedule, submit each of the following reports. Fonnat for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days. 1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known. August 12, 2013 013200 - 2 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known. 3. Total Float Report: List of all activities sorted in ascending order of total float. 4. Eamings Report: Compilation of Contractor's total eamings from the Notice to Proceed until most recent Application for Payment. E. Constraction Schedule Updating Reports: Submit with Applications for Payment. F. Daily Constraction Reports: Submit at weekly intervals. G. Site Condition Reports: Submit at time of discovery of differing conditions. 1.5 COORDINATION A. Coordinate Contractor's constraction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from entities involved. 2. Coordinate each constraction activity in the network with other activities and schedule them in proper sequence. PART 2 - PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Time Frame: Extend schedule from date established for commencement of the Work to date of Substantial Completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. B. Activities: Treat each story or separate area as a separate numbered activity for each main element of the Work. Comply with the following: 1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect. 2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's constraction schedule with submittal schedule. 4. Startup and Testing Time: Include no fewer than 15 days for startup and testing. August 12, 2013 013200 - 3 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. 6. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion. C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Work Restrictions: Show the effect of the following items on the schedule: a. Seasonal variations. b. Environmental control. D. MUestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion. E. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues: 1. Unresolved issues. 2. Unanswered Requests for Information. 3. Rejected or unretumed submittals. 4. Notations on retumed submittals. 5. Pending modifications affecting the Work and Contract Time. F. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the cunent approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished. G. Computer Scheduling Software: Prepare schedules using cunent version of a program that has been developed specifically to manage constraction schedules. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE) A. General: Prepare network diagrams using AON (activity-on-node) fonnat. B. Startup Network Diagram: Subniit diagram within 14 days of date established for the Notice to Proceed. Outline significant constraction activities for the first 90 days of constraction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities. C. CPM Schedule: Prepare Contractor's constraction schedule using a cost- and resource-loaded, time-scaled CPM network analysis diagram for the Work. 1. Develop network diagram in sufficient time to submit CPM schedule so it can be August 12, 2013 013200 - 4 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 accepted for use no later than 60 days after date established for the Notice to Proceed. a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Architect's approval of the schedule. 2. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates. 3. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule in order to coordinate with the Contract Time. D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths. 1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities: a. Preparation and processing of submittals. b. Mobilization and demobilization. c. Purchase of materials. d. Delivery. e. Fabrication. f. Utility intermptions. g. Installation. h. Work by Owner that may affect or be affected by Contractor's activities. i. Testing and commissioning. j. Punch list and final completion. k. Activities occurring following final completion. 2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shaU be consistent with Contract milestone dates. 3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time. 4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges. a. Subnetworks on separate sheets are permissible for activities clearly off the critical path. 5. Cost- and Resource-Loading of CPM Schedule: Assign cost to constraction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under main subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum. August 12, 2013 013200 - 5 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Each activity cost shall reflect an appropriate value subject to approval by Architect. Total cost assigned to activities shall equal the total Contract Sum. a. b. Contract Modifications: For each proposed contract modification and concunent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall project schedule. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following: 1. Contractor or subcontractor and the Work or activity. 2. Description of activity. 3. Main events of activity. 4. Immediate preceding and succeeding activities. 5. Early and late start dates. 6. Early and late finish dates. 7. Activity duration in workdays. 8. Total float or slack time. 9. Average size of workforce. 10. Dollar value of activity (coordinated with the schedule of values). Schedule Updating: Concunent with making revisions to schedule, prepare tabulated reports showing the following: 1. Identification of activities that have changed. 2. Changes in early and late start dates. 3. Changes in early and late finish dates. 4. Changes in activity durations in workdays. 5. Changes in the critical path. 6. Changes in total float or slack time. 7. Changes in the Contract Time. 2.3 REPORTS A. Daily Constraction Reports: Prepare a daily constraction report recording the following information conceming events at Project site: 1. List of subcontractors at Project site. 2. List of separate contractors at Project site. 3. Approximate count of personnel at Project site. 4. Equipment at Project site. 5. Material deliveries. 6. High and low temperatures and general weather conditions, including presence of rain or snow. 7. Accidents. 8. Meetings and significant decisions. August 12, 2013 013200-6 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 9. Unusual events (see special reports). 10. Stoppages, delays, shortages, and losses. 11. Meter readings and similar recordings. 12. Emergency procedures. 13. Orders and requests of authorities having jurisdiction. 14. Change Orders received and implemented. 15. Constraction Change Directives received and implemented. 16. Services connected and disconnected. 17. Equipment or system tests and startups. 18. Partial completions and occupancies. 19. Substantial Completions authorized. B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Constraction Schedule Updating: At monthly intervals, update schedule to reflect actual constraction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concunently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate final completion percentage for each activity. 4. Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 5. Post copies in Project meeting rooms and temporary field offices. 6. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of constraction activities. END OF SECTION 013200 August 12, 2013 013200 - 7 CONSTRUCTION PROGRESS DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Preconstraction photographs. 2. Periodic constraction photographs. 3. Final completion constraction photographs. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting photographic documentation. 2. Section 017700 "Closeout Procedures" for submitting photographic documentation as project record documents at Project closeout. 1.3 INFORMATIONAL SUBMITTALS A. Qualification Data: For photographer. B. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of constraction. Include same infonnation as conesponding photographic documentation. C. Digital Photographs: Submit image files within three days of taking photographs. 1. Digital Camera: Minimum sensor resolution of 8 megapixels. 2. Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file. 3. Identification: Provide the following information with each image description in file metadata tag: a. Name of Project. August 12, 2013 013233 - 1 PHOTOGRAPHIC DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 b. Name and contact information for photographer. c. Name of Architect. d. Name of Contractor. e. Date photograph was taken. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of constraction. 1.4 QUALITY ASSURANCE A. Photographer Qualifications: An individual who has been regularly engaged as a professional photographer of constraction projects for not less than three years. 1.5 USAGE RIGHTS A. Obtain and transfer copyright usage rights from photographer to Owner for unlimited reproduction of photographic documentation. PART 2 - PRODUCTS 2.1 PHOTOGRAPHIC MEDIA A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels. PART 3 - EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. Photographer: Engage a qualified photographer to take constraction photographs. B. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. 1. Maintain key plan with each set of constraction photographs that identifies each photographic location. C. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software. 1. Date and Time: Include date and time in file name for each image. 2. Field Office Images: Maintain one set of images accessible in the field office at Project site, available at all times for reference. Identify images in the same manner as those submitted to Architect. August 12, 2013 013233-2 PHOTOGRAPHIC DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Preconstraction Photographs: Before commencement of demolition, take photographs of Project site and sunounding properties, including existing items to remain during constraction, from different vantage points, as directed by Architect. 1. Flag constraction limits before taking constraction photographs. 2. Take 20 photographs to show existing conditions adjacent to property before starting the Work. 3. Take 20 photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of constraction. 4. Take additional photographs as required to record settiement or cracking of adjacent stractures, pavements, and improvements. E. Periodic Constraction Photographs: Take 20 photographs monthly, coinciding with the cutoff date associated with each Application for Payment. Select vantage points to show status of constraction and progress since last photographs were taken. F. Final Completion Constraction Photographs: Take 20 color photographs after date of Substantial Completion for submission as project record documents. wiU inform photographer of desired vantage points. G. Additional Photographs: Architect may request photographs in addition to periodic photographs specified. Additional photographs will be paid for by Change Order and are not included in the Contract Sum. 1. Three days' notice will be given, where feasible. 2. In emergency situations, take additional photographs within 24 hours of request. 3. Circumstances that could require additional photographs include, but are not limited to, the following: a. Special events planned at Project site. b. Immediate follow-up when on-site events result in constraction damage or losses. c. Photographs to be taken at fabrication locations away from Project site. These photographs are not subject to unit prices or unit-cost allowances. d. Substantial Completion of a major phase or component of the Work. e. Extra record photographs at time of final acceptance. f. Owner's request for special publicity photographs. END OF SECTION 013233 August 12, 2013 013233 - 3 PHOTOGRAPHIC DOCUMENTATION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which wiU supercede Specification instractions. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Requirements: 1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values. 2. Section 013200 "Constraction Progress Documentation" for submitting schedules and reports, including Contractor's constraction schedule. 3. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals. 4. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 5. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. 1.3 DEFINTTIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Infonnational submittals are those submittals indicated in individual Specification Sections as "informational submittals." August 12,2013 013300 - 1 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, ananged in chronological order by dates required by constraction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making conections or revisions to submittals noted by Architect and additional time for handHng and reviewing submittals required by those conections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's constraction schedule. 1.5 SUBMTTTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data FUes: Electronic digital data files of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals. 1. Architect will fumish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital Data Licensing Agreement. B. Coordination: Coordinate preparation and processing of submittals with performance of constraction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Subniit all submittal items required for each Specification Section concunently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concunently for coordination. a. Architect reserves the right to withhold action on a submittal coordination with other submittals until related submittals are received. requinng Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. August 12, 2013 013300-2 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Submittals to be submitted through the General Contractor in electronic format (PDF). 2. Place a titie block on each submittal item for identification. 3. Indicate name of firm or entity that prepared each submittal on label or title block. 4. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 5. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 6. Name file with submittal number or other unique identifier, including revision identifier. a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A). 7. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 8. Transmittal Form for Electronic Submittals: Use software-generated form from electronic project management software acceptable to Owner, containing the following information: a. Project name. b. Date. c. Name and address of Architect. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Names of subcontractor, manufacturer, and supplier. g. Category and type of submittal. h. Submittal purpose and description. i. Specification Section number and titie. j. Specification paragraph number or drawing designation and generic name for each of multiple items, k. Drawing number and detail references, as appropriate. 1. Location(s) where product is to be installed, as appropriate, m. Related physical samples submitted directly, n. Indication of full or partial submittal, o. Transmittal number. p. Submittal and transmittal distribution record, q. Other necessary identification, r. Remarks. E. Options: Identify options requiring selection by Architect. August 12,2013 013300 - 3 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 F. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals untU they are marked with approval notation from Architect's action stamp. Distribution: Fumish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of constraction activities. Show distribution on transmittal forms. Use for Constraction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Submit electronic submittals via email as PDF electronic files. a. Architect will retum annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated. B. Product Data: Collect information into a single submittal for each element of constraction and type of product or equipment. 1. If information must be specially prepared for submittal because standard pubHshed data are not suitable for use, submit as Shop Drawings, not as Product Data. August 12, 2013 013300-4 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other constraction, if not indicated on accompanying Shop Drawings. 5. Subniit Product Data before or concunent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Architect's digital data drawing files is otherwise permitted. 1. Preparation: Fully iUustrate requirements in the Contract Documents. Include the following information, as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining constraction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Sheet Size: Except for templates, pattems, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches. 3. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattem, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. August 12, 2013 013300 - 5 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item. 3. For projects where electronic submittals are required, provide conesponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record. 4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of constraction activity. Sample sets may be used to determine final acceptance of constraction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and pattems available. a. Number of Samples: Submit one full set of available choices where color, pattem, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will retum submittal with options selected. 6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physicaUy identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattem; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be retumed. Mark up and retain one retumed Sample set as a project record sample. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattem, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. August 12, 2013 013300-6 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 5. Submit product schedule in the following format: a. PDF electronic file. F. Coordination Drawing Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination." G. Contractor's Constraction Schedule: Comply with requirements specified in Section 013200 "Constraction Progress Documentation." H. Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900 "Payment Procedures." I. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 014000 "Quality Requirements." J. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures." K. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data." L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. M. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Subniit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified. N. Installer Certificates: Subniit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. August 12, 2013 013300 - 7 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Ccirlsbad, California ProjectNo. 1739 P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. S. Product Test Reports: Submit written reports indicating that cunent product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Liniitations of use. U. W. X. Preconstraction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. August 12, 2013 013300-8 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 2.2 DELEGATED-DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific perfonnance and design criteria indicated. 1. If criteria indicated are not sufficient to perfonn services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in perfomiing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note conections and field dimensions. Mark with approval stamp before submitting to Architect. B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a unifonn, approval stamp. Include Project name and location, submittal number. Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. Action Submittals: Architect will review each submittal, make marks to indicate conections or revisions required, and retum it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. B. Informational Submittals: Architect will review each submittal and will not retum it, or will retum it if it does not comply with requirements. Architect will forward each submittal to appropriate party. C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. August 12,2013 013300-9 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be retumed for resubmittal without review. E. Submittals not required by the Contract Documents may be retumed by the Architect without action. END OF SECTION 013300 August 12, 2013 013300- 10 SUBMITTAL PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 014000 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which wiU supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. All submittals to be electronic in PDF format. C. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual constraction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner, Commissioning Authority, or authorities having jurisdiction are not limited by provisions of this Section. 4. Specific test and inspection requirements are not specified in this Section. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed constraction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that acmal products incorporated into the Work and completed constraction comply with requirements. Services do not include contract enforcement activities performed by Architect or Constraction Manager. August 12,2013 014000 - 1 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 C. D. E. F. H. J. Mockups: Full-size physical assemblies that are constracted on-site. Mockups are constracted to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. Preconstraction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. Source QuaHty-Control Testing: plant, mill, factory, or shop. Tests and inspections that are performed at the source, e.g.. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee. Subcontractor, or Sub-subcontractor, to perfonn a particular constraction operation, including installation, erection, application, and similar operations. 1. Use of trade-specific terminology in referring to a trade or entity does not require that certain constraction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s). Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards estabhsh different or conflicting requirements for minimum quantities or quaHty levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or QuaHty Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactiy with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as August 12, 2013 014000-2 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 INFORMATIONAL SUBMITTALS A. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. 1.6 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number, 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what conective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect wananty. 7. Other required items indicated in individual Specification Sections. C. Factory-Authorized Service Representative's Reports: Prepare written infonnation documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following: August 12,2013 014000-3 QUALITY REQUIREMENTS Steel Package 1. 2. 3. 4. 5. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Name, address, and telephone number of factory-authorized service representative making report. Statement that equipment complies with requirements. Results of operational and other tests and a statement of whether observed performance complies with requirements. Statement whether conditions, products, and installation will affect warranty. Other required items indicated in individual Specification Sections. D. Pennits, Licenses, and Certificates: For Owner's records, submit copies of pemiits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, conespondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.7 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in constraction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project. F. Specialists: Certain Specification Sections require that specific constraction activities shall be performed by entities who are recognized experts in those operations. Specialists shaU satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities. August 12, 2013 014000 - 4 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. J. Preconstraction Testing: Where testing agency is indicated to perform preconstraction testing for compliance with specified requirements for performance and test methods, comply with the foUowing: 1. Contractor responsibilities include the following: a. Provide test specimens representative of proposed products and constraction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. c. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of constraction indicated for the completed Work. f. When testing is complete, remove test specimens, assemblies, and mockups; do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect, through Constraction Manager, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of constraction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constracted. 3. Employ supervisory personnel who will oversee mockup constraction. Employ workers that will be employed during the constraction at Project. August 12,2013 014000-5 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architect's and Constraction Manager's approval of mockups before starting work, fabrication, or constraction. a. Allow seven days for initial review and each re-review of each mockup. 6. Maintain mockups during constraction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed unless otherwise indicated. 1.8 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility. Owner will engage a qualified testing agency to perform these services. 1. 2. Owner will fumish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. Costs for retesting and reinspecting constraction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not. 1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not. 2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal Procedures." August 12, 2013 014000 - 6 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibUity, provide quality-control services, including retesting and reinspecting, for constraction that replaced Work that failed to comply with the Contract Documents. F. Testing Agency Responsibihties: Cooperate with Architect, Constraction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect, Constraction Manager, and Contractor promptly of inegularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Subniit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. G. Associated Services: Cooperate with agencies perfomiing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing constraction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. August 12,2013 014000-7 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1.9 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities having jurisdiction, as indicated in individual Specification Sections, and as follows: 1. Verifying that manufacmrer maintains detailed fabrication and quality-control procedures and reviews the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect and Contractor promptly of inegularities and deficiencies observed in the Work during performance of its services. 3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect with copy to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting conected work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Test and Inspection Log: Prepare a record of tests and inspections. Include the foUowing: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's and Constraction Manager's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged constraction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." August 12,2013 014000 - 8 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Protect constraction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 014000 August 12, 2013 014000 - 9 QUALITY REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 014200 - REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional infonnation which will supercede Specification instractions. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is Hmited to Architect's duties and responsibUities as stated in the Conditions of the Contract. C. "Directed": A command or instraction by Architect. Other terms including "requested," "authorized," "selected," "required," and "pennitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rales, conventions, and agreements within the constraction industry that control performance of the Work. F. "Fumish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "InstaU": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Fumish and install, complete and ready for the intended use. I. "Project Site": Space available for performing constraction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. August 12, 2013 014200 - 1 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable constraction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in constraction on Project should be familiar with industry standards applicable to its constraction activity. Copies of applicable standards are not bound with the Contract Documents. I. Where copies of standards are needed to perform a required constraction activity, obtain copies directly from publication source. 1.4 ABBREVL\TIONS AND ACRONYMS A, Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shaU mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." AABC AAMA AASHTO ABMA ACI ACPA AEIC AF&PA Associated Air Balance Council www.aabc.com American Architectural Manufacturers Association www.aamanet.org (202) 737-0202 (847) 303-5664 American Association of State Highway and Transportation (202) 624-5800 Officials www.transportation.org American Bearing Manufacturers Association www.americanbearings.org American Concrete Institute (Formerly: ACI Intemational) www.concrete.org American Concrete Pipe Association www.concrete-pipe.org Association of Edison Illuminating Companies, Inc. (The) www.aeic.org American Forest & Paper Association (202)367-1155 (972) 506-7216 (205) 257-2530 (800) 878-8878 August 12, 2013 014200 - 2 REFERENCES I I Steel Package AGA AHRI AI AIA AISC AISI AITC AMCA ANSI AOSA APA APA API ARI ARI ARMA www.afandpa.org American Gas Association www.aga.org Air-Conditioning, Heating, and Refrigeration Institute (The) www.ahrinet.org Asphalt Institute www.asphaltinstitute.org American Institute of Architects (The) www.aia.org American Institute of Steel Constraction www.aisc.org American Iron and Steel Institute www.steel.org American Institute of Timber Constraction www.aitc-glulam.org Air Movement and Control Association Intemational, Inc. www.amca.org American National Standards Institute www.ansi.org Association of Official Seed Analysts, Inc. www.aosaseed.com APA - The Engineered Wood Association www.apawood.org Architectural Precast Association www.archprecast.org American Petroleum Institute www.api.org Air-Conditioning & Refrigeration Institute (See AHRI) American Refrigeration Institute (See AHRI) Asphalt Roofing Manufacturers Association Westfield Carlsbad Carlsbad, California ProjectNo. 1739 (202) 463-2700 (202) 824-7000 (703) 524-8800 (859) 288-4960 (800) 242-3837 (202) 626-7300 (800) 644-2400 (312) 670-2400 (202) 452-7100 (303) 792-9559 (847) 394-0150 (202) 293-8020 (607) 256-3313 (253) 565-6600 (239) 454-6989 (202) 682-8000 (202) 207-0917 August 12,2013 014200 - 3 REFERENCES Steel Package ASCE ASCE/SEI ASHRAE ASME ASSE ASSE ASTM AWI AWMAC AWPA AWS AWWA BHMA BOCA www.asphaltroofing.org American Society of Civil Engineers www.asce.org American Society of Civil Engineers/Stractural Engineering Institute (See ASCE) American Society of Heating, Refrigerating and Air-Conditioning Engineers www.ashrae.org ASME Intemational (American Society of Mechanical Engineers) www.asme.org American Society of Safety Engineers (The) www.asse.org American Society of Sanitary Engineering www.asse-plumbing.org ASTM Intemational (American Society for Testing and Materials Intemational) www.astm.org Architectural Woodwork Institute www.awinet.org Architectural Woodwork Manufacturers Association of Canada www.awmac.com American Wood Protection Association (Formerly: American Wood-Preservers' Association) www.awpa.com American Welding Society www.aws.org American Water Works Association www.awwa.org Builders Hardware Manufacturers Association www.buildershardware.com BOCA Westfield Carlsbad Carlsbad, California ProjectNo. 1739 (800) 548-2723 (703) 295-6300 (800) 527-4723 (404) 636-8400 (800) 843-2763 (973) 882-1170 (847) 699-2929 (440) 835-3040 (610) 832-9500 (571) 323-3636 (403) 453-7387 (205) 733-4077 (800) 443-9353 (305) 443-9353 (800) 926-7337 (303) 794-7711 (212) 297-2122 August 12, 2013 014200 - 4 REFERENCES Steel Package (Building Officials and Code Administrators Intemational hic.) (See ICC) Westfield Carlsbad Carlsbad, California ProjectNo. 1739 CDA CFFA Copper Development Association www.copper.org Chemical Fabrics & Film Association, Inc. www.cheniicalfabricsandfilm.com (800) 232-3282 (212) 251-7200 (216)241-7333 CFSEI CIMA CISCA CISPI CRI CRRC CRSI CSA CSI CSSB CTI CWC Cold-Formed Steel Engineers Institute www.cfsei.org Cellulose Insulation Manufacturers Association www.cellulose.org Ceilings & Interior Systems Constraction Association www.cisca.org Cast Iron Soil Pipe Institute www.cispi.org Carpet and Rug Institute (The) www.carpet-rag.org Cool Roof Rating Council www.coolroofs.org Concrete Reinforcing Steel Institute www.crsi.org CSA Intemational (Formerly: IAS - Intemational Approval Services) www.csa-intemational.org Constraction Specifications Institute (The) www.csinet.org Cedar Shake & Shingle Bureau www.cedarbureau.org Cooling Technology Institute (Formerly: Cooling Tower Institute) www.cti.org Composite Wood Council (See CPA) (866) 465-4732 (202) 263-4488 (888) 881-2462 (937) 222-2462 (630)584-1919 (404) 622-0073 (706) 278-3176 (866) 465-2523 (510) 485-7175 (800) 328-6306 (847)517-1200 (866) 797-4272 (416) 747-4000 (800) 689-2900 (703) 684-0300 (604) 820-7700 (281)583-4087 August 12, 2013 014200 - 5 REFERENCES Steel Package DASMA DHI EJMA ESD FM Approvals FM Global FSA FSC GA GANA GS HI HI/GAMA HMMA HPVA Door and Access Systems Manufacturers Association www.dasma.com Door and Hardware Institute www.dhi.org Expansion Joint Manufacturers Association, Inc. www.ejma.org ESD Association (Electrostatic Discharge Association) www.esda.org FM Approvals LLC www.fmglobal.com FM Global (Formerly: FMG - FM Global) www.fmglobal.com Fluid Sealing Association www.fluidsealing.com Forest Stewardship Council U.S. www.fscus.org Gypsum Association www.gypsum.org Glass Association of North America www.glasswebsite.com Green Seal www.greenseal.org Hydraulic Institute www.pumps.org Hydronics Institute/Gas Appliance Manufacturers Association (See AHRI) Hollow Metal Manufacturers Association (See NAAMM) Hardwood Plywood & Veneer Association www.hpva.org Westfield Carlsbad Carlsbad, California ProjectNo. 1739 (216) 241-7333 (703) 222-2010 (914) 332-0040 (315) 339-6937 (781)762-4300 (401) 275-3000 (610)971-4850 (612) 353-4511 (301) 277-8686 (785) 271-0208 (202) 872-6400 (973) 267-9700 (703) 435-2900 August 12, 2013 014200-6 REFERENCES Steel Package HPW lAPSC IAS ICBO ICC ICEA ICRI lEC IEEE IES lESNA lEST IGMA IGSHPA ILI H. P. White Laboratory, Inc. www.hpwhite.com Intemational Association of Professional Security Consultants www.iapsc.org Intemational Approval Services (See CSA) International Conference of Building Officials (See ICC) Intemational Code Council www.iccsafe.org Insulated Cable Engineers Association, Inc. www.icea.net Intemational Concrete Repair Institute, Inc. www.icri.org Intemational Electrotechnical Commission www.iec.ch Institute of Electrical and Electronics Engineers, Inc. (The) www.ieee.org Uluminating Engineering Society (Formerly: Illuminating Engineering Society of North America) www.ies.org Illuminating Engineering Society of North America (See IES) Institute of Environmental Sciences and Technology www.iest.org Insulating Glass Manufacturers Alliance www.igmaonline.org Intemational Ground Source Heat Pump Association www.igshpa.okstate.edu Indiana Limestone Institute of America, Inc. www.iliai.com Westfield Carlsbad Carlsbad, California ProjectNo. 1739 (410) 838-6550 (415) 536-0288 (888) 422-7233 (202) 370-1800 (770) 830-0369 (847) 827-0830 41 22 919 02 11 (212)419-7900 (212) 248-5000 (847) 981-0100 (613) 233-1510 (405) 744-5175 (812) 275-4426 August 12, 2013 014200 - 7 REFERENCES Steel Package Intertek ISA ISAS ISFA ISO ISSFA LMA LPI MCA MFMA MFMA MIA MMPA MPI Intertek Group (Formeriy: ETL SEMCO; Intertek Testing Service NA) www.intertek.com Intemational Society of Automation (The) (Formerly: Instramentation, Systems, and Automation Society) www.isa.org Instramentation, Systems, and Automation Society (The) (See ISA) Intemational Surface Fabricators Association (Fonnerly: Intemational Solid Surface Fabricators Association) www.isfanow.org Intemational Organization for Standardization www.iso.org Intemational Solid Surface Fabricators Association (See ISFA) Laminating Materials Association (See CPA) Lightning Protection Institute www.lightning.org Metal Constraction Association w WW. metalconstruction. org Maple Flooring Manufacturers Association, Inc. www.maplefloor.org Metal Framing Manufacturers Association, Inc. www.metalframingmfg.org Marble Institute of America www.marble-institute.com Moulding & Millwork Producers Association (Formerly: Wood Moulding & Millwork Producers Association) www.wmmpa.com Master Painters Institute www.paintinfo.com Westfield Carlsbad Carlsbad, California Project No. 1739 (800) 967-5352 (919) 549-8411 (877) 464-7732 (801)341-7360 41 22 749 01 11 (800) 488-6864 (847) 375-4718 (888) 480-9138 (312)644-6610 (440) 250-9222 (800) 550-7889 (530) 661-9591 (888) 674-8937 (604) 298-7578 August 12, 2013 014200 - 8 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. www.mss-hq.org NAAMM National Association of Architectural Metal Manufacturers www.naamm.org NACE NACE hitemational (National Association of Conosion Engineers Intemational) www.nace.org NADCA National Air Duct Cleaners Association www.nadca.com NAIMA North American Insulation Manufacturers Association www.naima.org NBGQA National Building Granite Quarries Association, Inc. www.nbgqa.com NCAA National Collegiate Athletic Association (The) www.ncaa.org NCMA National Concrete Masonry Association www.ncma.org NEBB National Environmental Balancing Bureau www.nebb.org NECA National Electrical Contractors Association www.necanet.org NeLMA Northeastem Lumber Manufacturers Association www.nelma.org NEMA National Electrical Manufacturers Association www.nema.org NETA InterNational Electrical Testing Association www.netaworld.org NFHS National Federation of State High School Associations www.nfhs.org NFPA NFPA (National Fire Protection Association) www.nfpa.org (703) 281-6613 (630) 942-6591 (800) 797-6223 (281)228-6200 (202) 737-2926 (703) 684-0084 (800) 557-2848 (317)917-6222 (703)713-1900 (301) 977-3698 (301)657-3110 (207) 829-6901 (703) 841-3200 (888) 300-6382 (269) 488-6382 (317) 972-6900 (800) 344-3555 (617) 770-3000 August 12, 2013 014200 - 9 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 NFPA NFPA hitemational (See NFPA) NFRC National Fenestration Rating Council www.nfrc.org NHLA National Hardwood Lumber Association www.nhla.com NLGA National Lumber Grades Authority www.nlga.org NOFMA National Oak Flooring Manufacturers Association (See NWF A) NOMMA National Omamental & Miscellaneous Metals Association www.nomma.org NRCA National Roofing Contractors Association www.nrca.net NRMCA National Ready Mixed Concrete Association www.nrmca.org NSF NSF Hitemational (National Sanitation Foundation Intemational) www.nsf.org NSPE National Society of Professional Engineers www.nspe.org NSSGA National Stone, Sand & Gravel Association www.nssga.org NTMA National Tenazzo & Mosaic Association, Inc. (The) www.ntma.com (301)589-1776 (800) 933-0318 (901)377-1818 (604) 524-2393 (888)516-8585 (800) 323-9545 (847) 299-9070 (888) 846-7622 (301) 587-1400 (800) 673-6275 (734) 769-8010 (703) 684-2800 (800)342-1415 (703) 525-8788 (800) 323-9736 NWFA PCI PDI RCSC National Wood Rooring Association www.nwfa.org Precast/Prestressed Concrete Institute www.pci.org Plumbing & Drainage Institute www.pdionline.org Research Council on Stractural Connections (800) 422-4556 (636)519-9663 (312) 786-0300 (800) 589-8956 (978) 557-0720 August 12, 2013 014200- 10 REFERENCES Steel Package RFCI RIS SAE SBCCI SDI SDI SEFA SEI/ASCE SIA SJl SMACNA SMPTE SPFA SPIB SPRI www.boltcouncil.org ResUient Floor Covering Institute www.rfci.com Redwood Inspection Service www.redwoodinspection.com SAE Intemational (Society of Automotive Engineers) www.sae.org Southem Building Code Congress Intemational, Inc. (See ICC) Steel Deck Institute www.sdi.org Steel Door Institute www.steeldoor.org Scientific Equipment and Furniture Association www.sefalabs.com Stractural Engineering Institute/American Society of Civil Engineers (See ASCE) Security Industry Association www.siaonline.org Steel Joist Institute www.steeljoist.org Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org Society of Motion Picture and Television Engineers www.smpte.org Spray Polyurethane Foam Alliance www.sprayfoam.org Southem Pine Inspection Bureau www.spib.org Single Ply Roofing Industry Westfield Carlsbad Carlsbad, California ProjectNo. 1739 (706) 882-3833 (925) 935-1499 (877) 606-7323 (724) 776-4841 (847) 458-4647 (440) 899-0010 (877) 294-5424 (516) 294-5424 (866) 817-8888 (703) 683-2075 (843) 293-1995 (703) 803-2980 (914)761-1100 (800) 523-6154 (850)434-2611 (781)647-7026 August 12, 2013 014200- 11 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SRCC SSINA SSPC STI SWl SWPA TCA TCNA TEMA TL\ TIA/EIA TMS TPI TPI www.spn.org Solar Rating and Certification Corporation www.solar-rating.org Specialty Steel Industry of North America www.ssina.com SSPC: The Society for Protective Coatings www.sspc.org Steel Tank Institute www.steeltank.com Steel Window Institute www. steel windows .com Submersible Wastewater Pump Association www.swpa.org Tilt-Up Concrete Association www.tilt-up.org Tile Council of North America, Inc. (Formerly: Tile Council of America) www.tileusa.com Tubular Exchanger Manufacturers Association, Inc. www.tema.org Telecommunications Industry Association (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance) www.tiaonline.org Telecommunications Industry Association/Electronic Industries AUiance (See TL\) The Masonry Society www.masonrysociety.org Trass Plate Institute www.tpinst.org Turfgrass Producers Intemational www.turfgrasssod.org (321)638-1537 (800) 982-0355 (202) 342-8630 (877) 281-7772 (412) 281-2331 (847) 438-8265 (216)241-7333 (847) 681-1868 (319) 895-6911 (864) 646-8453 (914) 332-0040 (703) 907-7700 (303) 939-9700 (703) 683-1010 (800) 405-8873 (847) 649-5555 August 12, 2013 014200- 12 REFERENCES Steel Package TRI UBC UL Tile Roofing Institute www.tileroofing.org Uniform Building Code (See ICC) Underwriters Laboratories Inc. www.ul.com Westfield Carlsbad Carlsbad, California Project No. 1739 (312) 670-4177 (877) 854-3577 UNI Uni-Bell PVC Pipe Association www.uni-bell.org USGBC U.S. Green Building Council www.usgbc.org WASTEC Waste Equipment Technology Association www.wastec.org WCLIB West Coast Lumber Inspection Bureau www.wclib.org WCMA Window Covering Manufacturers Association www.wcmanet.org WDMA Window & Door Manufacmrers Association www.wdma.com WI Woodwork Institute (Formerly: WIC - Woodwork Institute of Califomia) www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association (See MMPA) (972) 243-3902 (800) 795-1747 (800) 424-2869 (202) 244-4700 (800) 283-1486 (503) 639-0651 (212) 297-2122 (800) 223-2301 (312)321-6802 (916) 372-9943 WSRCA Westem States Roofing Contractors Association www.wsrca.com WWPA Westem Wood Products Association www.wwpa.org (800) 725-0333 (650) 938-5441 (503) 224-3930 B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. lAPMO Intemational Association of Plumbing and Mechanical Officials www.iapmo.org (909) 472-4100 August 12, 2013 014200- 13 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 ICC Intemational Code CouncU www.iccsafe.org ICC-ES ICC Evaluation Service, LLC www.icc-es.org (888) 422-7233 (800) 423-6587 (562) 699-0543 Federal Govemment Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CPSC Consumer Product Safety Commission www.cpsc.gov EPA Environmental Protection Agency www.epa.gov OSHA Occupational Safety & Health Administration www.osha.gov (800) 638-2772 (301) 504-7923 (202) 272-0167 (800)321-6742 D. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CFR FS Code of Federal Regulations Available from Govemment Printing Office www.gpo.gov/fdsys Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dsp.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of BuUding Sciences/Whole Building Design Guide www.wbdg.org/ccb (866)512-1800 (202)512-1800 (215) 697-2664 (800)488-3111 (202) 619-8925 (202) 289-7800 August 12, 2013 014200 - 14 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 USAB United States Access Board www.access-board.gov USATBCB U.S. Architectural & Transportation Barriers Compliance Board (See USAB) (800) 872-2253 (202) 272-0080 E. State Govemment Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CBHF Stateof Califomia Department of Consumer Affairs Bureau of Electronic AppUance and Repair, Home Fumishings and Thennal Insulation www.bearhfti.ca.gov CCR Califomia Code of Regulations Office of Administrative Law Califomia Titie 24 Energy Code www.calregs.com CDHS California Department of Health Care Services (Formerly: Califomia Department of Health Services) (See CCR) (800) 952-5210 (916) 574-2041 (916) 323-6225 CDPH Califomia Department of Public Health Indoor Air Quality Program www.cal-iaq.org CPUC California Public Utilities Commission www.cpuc.ca.gov (800) 848-5580 (415) 703-2782 F. Codes: 1. 2010 Califomia Building Code. 2. 2010 Califomia Green Building Standards. 3. 2010 California Electrical Code. 4. 2010 Califomia Mechanical Code. 5. 2010 California Plumbing Code. 6. 2010 Califomia Fire Code. August 12, 2013 014200- 15 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 014200 August 12,2013 014200- 16 REFERENCES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes requirements for temporary utiHties, support facilities, and security and protection facilities. B. Related Requirements: 1. Section 011000 "Summary" for work restrictions and limitations on utility intermptions. 1.3 USE CHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to. Architect, testing agencies, and authorities having jurisdiction. 1.4 INFORMATIONAL SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for constraction personnel. B. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program. C. Moisture-Protection Plan: Describe procedures and controls for protecting materials and constraction from water absorption and damage. 1. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage. August 12, 2013 015000 - 1 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrasion into completed Work, and replacing water-damaged Work. 3. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and tenazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet constraction has dried sufficiently to permit installation of finish materials. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and pemiits. C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a constraction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 MATERL\LS A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD comer and pull posts, with 1-5/8-inch-OD top and bottom raUs. Provide galvanized-steel bases for supporting posts. 2.2 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect, and constraction personnel office activities and to accommodate Project meetings specified in other Division 01 Sections. Keep office clean and orderly. Fumish and equip offices as follows: August 12, 2013 015000 - 2 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Fumiture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases. 2. Conference room of sufficient size to accommodate meetings of 10 individuals. Provide electrical power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall. Fumish room with conference table, chairs, and 4-foot- square tack and marker boards. 3. Drinking water and private toUet. 4. Coffee machine and supplies. 5. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F. 6. Lighting fixtures capable of maintaining average illumination of 20 fc at desk height. C. Storage and Fabrication Sheds: Provide sheds sized, fumished, and equipped to accommodate materials and equipment for constraction operations. 1. Store combustible materials apart from building. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-buming space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. August 12, 2013 015000 - 3 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Anange with utility company. Owner, and existing users for time when service can be interrapted, if necessary, to make connections for temporary services. B. Sewers and Drainage: Provide temporary utiHties to remove effluent lawfully. 1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction. C. Water Service: Install water service and distribution piping in sizes and pressures adequate for constraction. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of constraction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. E. VentUation and Humidity Control: Provide temporary ventilation required by constraction activities for curing or drying of completed installations or for protecting installed constraction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventUation requirements to produce ambient condition required and minimize energy consumption. F. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for constraction operations. 1. Install electric power service overhead unless otherwise indicated. G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for constraction operations, observations, inspections, and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Install lighting for Project identification sign. H. Telephone Service: Provide temporary telephone service in common-use facilities for use by all constraction personnel. Install one telephone line for each field office. 1. Provide additional telephone lines for the following: a. Provide a dedicated telephone line for each facsimile machine in each field office. b. Provide one telephone line for Owner's use. 2. At each telephone, post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. c. Contractor's home office. d. Contractor's emergency after-hours telephone number. e. Architect's office. f. Engineers' offices. August 12, 2013 015000 - 4 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 g. Owner's office. h. Principal subcontractors' field and home offices. 3. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office. I. Electronic Communication Service: Provide a desktop computer in the primary field office adequate for use by Architect and Owner to access Project electronic documents and maintain electronic communications. Equip computer with not less than the following: 1. Processor: Intel Pentium D or Intel CoreDuo, 3.0 GHz processing speed. 2. Memory: 4 gigabyte. 3. Disk Storage: 300 gigabyte hard-disk drive and combination DVD-RW/CD-RW drive. 4. Display: 22-inch LCD monitor with 256-Mb dedicated video RAM. 5. Full-size keyboard and mouse. 6. Network Connectivity: 02/1 lOBaseT Ethemet. 7. Operating System: Microsoft Windows XP Professional or Microsoft Windows Vista Business. 8. Productivity Software: a. Microsoft Office Professional, XP or higher, including Word, Excel, and Outiook. b. Adobe Reader 7.0 or higher. c. WinZip 7.0 or higher. 9. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing, or separate units for each of these three functions. 10. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing niinimum 384 Kbps upload and 1 Mbps download speeds at each computer. 11. Intemet Security: Integrated software, providing software firewall, viras, spyware, phishing, and spam protection in a combined application. 12. Backup: Extemal hard drive, minimum 40 gigabyte, with automated backup software providing daily backups. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Provide constraction for temporary offices, shops, and sheds located within constraction area or within 30 feet of building lines that is noncombustible according to ASTM E 136. Comply with NFPA 241. 2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Temporary Roads and Paved Areas: Constract and maintain temporary roads and paved areas adequate for constraction operations. Locate temporary roads and paved areas within constraction limits indicated on Drawings. August 12,2013 015000 - 5 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Provide dust-control treatment that is nonpoUuting and nontracking. Reapply treatment as required to minimize dust. C. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire-fighting equipment and access to fire hydrants. D. E. Parking: Provide temporary parking areas for constraction personnel. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and constraction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facihties. 2. Remove snow and ice as required to minimize accumulations. F. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. G. H. J. K. 3. Maintain and touchup signs so they are legible at all times. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Constraction Waste Management and Disposal." Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Track cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. Temporary Elevator Use: See Section 142100 "Electric Traction Elevators," Section 142113 "Electric Traction Freight Elevators," Section 142400 "Hydraulic Elevators," Section 142413 "Hydraulic Freight Elevators," and Section 142600 "Limited-Use/Limited-Application Elevators" for temporary use of new elevators. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Temporary Use of Permanent Stairs: Use of new stairs for constraction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion. August 12,2013 015000 - 6 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, stractures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct constraction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. 1. Comply with work restrictions specified in Section 011000 "Summary." C. Temporary Erosion and Sedimentation Control: Comply with requirements of 2003 EPA Constraction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Section 311000 "Site Clearing." D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade constraction to prevent flooding by ranoff of stormwater from heavy rains. E. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from constraction operations. Protect tree root systems from damage, flooding, and erosion. F. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials. G. Site Enclosure Fence: Before constraction operations begin, fumish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. 1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate constraction operations. 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. H. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of constraction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. I. Barricades, Waming Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting stracturaUy adequate barricades, including warning signs and lighting. J. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. K. Temporary Enclosures: Provide temporary enclosures for protection of constraction, in August 12,2013 015000 - 7 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 progress and completed, from exposure, foul weather, other constraction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. I. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire-prevention program. 1. 2. 3. 4. Prohibit smoking in constraction areas. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instract personnel in methods and procedures. Post wamings and information. Provide temporary standpipes and hoses for fire protection. Hang hoses with a waming sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. 3.5 MOISTURE AND MOLD CONTROL A. B. C. Contractor's Moisture-Protection Plan: Avoid trapping water in finished work, visible signs of mold that may appear during constraction. Document Exposed Constraction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airbome mold spores, protect as follows: 1. Protect porous materials from water damage. 2. Protect stored and installed material from flowing or standing water. 3. Keep porous and organic materials from coming into prolonged contact with concrete. 4. Remove standing water from decks. 5. Keep deck openings covered or dammed. Partially Enclosed Constraction Phase: After installation of weather barriers but before full enclosure and conditioning of building, when instaUed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows: 1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building. 2. Keep interior spaces reasonably clean and protected from water damage. 3. Periodically collect and remove waste containing cellulose or other organic matter. 4. Discard or replace water-damaged material. 5. Do not install material that is wet. 6. Discard, replace, or clean stored or installed material that begins to grow mold. 7. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing the material in drywall or other interior finishes. August 12, 2013 015000 - 8 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Controlled Constraction Phase of Constraction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: 1. Control moisture and humidity inside building by maintaining effective dry-in conditions. 2. Use permanent HVAC system to control humidity. 3. Comply with manufacturer's written instractions for temperature, relative humidity, and exposure to water limits. a. Hygroscopic materials that may support mold growth, including wood and gypsum-based products, that become wet during the course of constraction and remain wet for 48 hours are considered defective. b. Measure moisture content of materials that have been exposed to moisture during constraction operations or after installation. Record readings beginning at time of exposure and continuing daily for 48 hours. Identify materials containing moisture levels higher than allowed. Report findings in writing to Architect. c. Remove materials that cannot be completely restored to their manufactured moisture level within 48 hours. 3.6 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Tennination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent constraction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace constraction that cannot be satisfactorily repaired. 1. 2. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. Remove temporary roads and paved areas not intended for or acceptable for integration into permanent constraction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. August 12, 2013 015000-9 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during constraction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures." END OF SECTION 015000 August 12, 2013 015000 - 10 TEMPORARY FACILITIES AND CONTROLS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 016000 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard wananties on products; special wananties; and comparable products. B. Related Requirements: 1. Section 012500 "Substitution Procedures" for requests for substitutions. 2. Section 014200 "References" for applicable industry standards for products specified. 1.3 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is cunent as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other August 12,2013 016000 - 1 PRODUCT REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.4 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. 2. Architect's Action: If necessary. Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Section 013300 "Submittal Procedures." b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1.6 PRODUCT DELTVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instractions. B. Delivery and Handling: 3. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of constraction spaces. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instractions for handling, storing, unpacking, protecting, and installing. August 12, 2013 016000 - 2 PRODUCT REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 4. Inspect products on delivery to detemiine compliance with the Contract Documents and to detennine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project stracture. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventUation adequate to prevent condensation. 4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instractions for temperature, humidity, ventilation, and weather-protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. 1.7 PRODUCT WARRANTIES A. Wananties specified in other Sections shall be in addition to, and ran concunent with, other wananties required by the Contract Documents. Manufacturer's disclaimers and liniitations on product wananties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Wananty: Written wananty fumished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Wananty: Written wananty required by the Contract Documents to provide specific rights for Owner. B. Special Wananties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. See other Sections for specific content requirements and particular requirements for submitting special wananties. C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. August 12, 2013 016000 - 3 PRODUCT REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with wananties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. B. Product Selection Procedures: 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 3. Products: a. b. Restricted List: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. Nonrestricted List: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 4. Manufacturers: a. Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. b. Nonrestricted List: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable August 12, 2013 016000-4 PRODUCT REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's sample", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product. D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's fuU range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattem, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 COMPARABLE PRODUCTS A. Conditions for Consideration: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied. Architect may retum requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified wananty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 016000 August 12,2013 016000 - 5 PRODUCT REQUIREMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017300 - EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes general administrative and procedural requirements goveming execution of the Work including, but not limited to, the following: 1. Constraction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Coordination of Owner-installed products. 6. Progress cleaning. 7. Starting and adjusting. 8. Protection of installed constraction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 013300 "Submittal Procedures" for submitting surveys. 3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 1.3 DEFMITIONS A. Cutting: Removal of in-place constraction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore constraction to original conditions after installation of other work. August 12, 2013 017300 - 1 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For land surveyor. B. Certificates: Subniit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. C. Certified Surveys: Submit two copies signed by land surveyor. D. Final Property Survey: Submit 10 copies showing the Work performed and record survey data. 1.5 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legaUy qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of constraction elements. 1. Stractural Elements: When cutting and patching stractural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support stractural elements during cutting and patching. Do not cut and patch stractural elements in a manner that could change their load-carrying capacity or increase deflection 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. 3. Other Constraction Elements: Do not cut and patch other constraction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 4. Visual Elements: Do not cut and patch constraction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed constraction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace constraction that has been cut and patched in a visually unsatisfactory manner. C. Manufacturer's Installation Instractions: Obtain and maintain on-site manufacturer's written recommendations and instractions for installation of products and equipment. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. August 12,2013 017300 - 2 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMEVATION A. Existing Conditions: The existence and location of underground and other utilities and constraction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other constraction affecting the Work. 1. Before constraction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. 2. Fumish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Proceed with installation only after unsatisfactory conditions have been conected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility Owner that is necessary to adjust, move, or relocate existing utility stractures, utility poles, lines, services, or other utility appurtenances located in or affected by constraction. Coordinate with authorities having jurisdiction. August 12,2013 017300-3 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other constraction, verify dimensions of other constraction by field measurements before fabrication. Coordinate fabrication schedule with constraction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination." 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Constraction Manager promptly. B. General: Engage a land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of constraction and elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 4. Inform installers of lines and levels to which they must comply. 5. Check the location, level and plumb, of every major element as the Work progresses. 6. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 7. Close site surveys with an enor of closure equal to or less than the standard established by authorities having jurisdiction. C. D. E. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. Building Lines and Levels: Locate and lay out control lines and levels for stractures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instraments and tapes used. Make the log available for reference by Architect and Constraction Manager. August 12, 2013 017300 - 4 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3.4 FIELD ENGINEERING A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect pennanent benchmarks and control points during constraction operations. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Architect or Constraction Manager. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Architect and Constraction Manager before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked constraction to its original condition. C. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of constraction and sitework. D. Final Property Survey: Engage a land surveyor to prepare a final property survey showing significant features (real property) for Project. Include on the survey a certification, signed by land surveyor, that principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey. 1. Show boundary lines, monuments, streets, site improvements and utilities, existing improvements and significant vegetation, adjoining properties, acreage, grade contours, and the distance and bearing from a site comer to a legal point. 2. Recording: At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey." 3.5 INSTALLATION A. General: Locate the Work and components of the Work accurately, in conect alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. August 12, 2013 017300 - 5 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. C. D. E. F. G. H. J. 4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces. Comply with manufacturer's written instractions and recommendations for installing products in applications indicated. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. Conduct constraction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. Sequence the Work and allow adequate clearances to accommodate movement of constraction items on site and placement in permanent locations. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Fumish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, anange joints for the best visual effect. Fit exposed connections together to form hairhne joints. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. August 12, 2013 017300 - 6 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 I. Cut in-place constraction to provide for installation of other components or performance of other constraction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Wananties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing wananties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in-place constraction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interraption to occupied areas. F. Cutting: Cut in-place constraction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining constraction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after constraction operations requiring cutting are complete. G. Patching: Patch constraction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining constraction in a manner that will minimize evidence of patching and refinishing. August 12,2013 017300-7 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Roors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and waU surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.7 OWNER-INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's constraction personnel. B. Coordination: Coordinate constraction and operations of the Work with work performed by Owner's constraction personnel. 1. Constraction Schedule: Inform Owner of Contractor's prefened constraction schedule for Owner's portion of the Work. Adjust constraction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual constraction progress. 2. Preinstallation Conferences: Include Owner's constraction personnel at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's constraction personnel if portions of the Work depend on Owner's constraction. 3.8 PROGRESS CLEANING General: Clean Project site and work areas daily, including common areas. Enforce requirements strictiy. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. August 12, 2013 017300-8 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instractions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or bum waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Constraction Waste Management and Disposal." H. During handling and installation, clean and protect constraction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed constraction as frequently as necessary through the remainder of the constraction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise constraction operations to assure that no part of the constraction, completed or in progress, is subject to hannful, dangerous, damaging, or otherwise deleterious exposure during the constraction period. 3.9 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. August 12, 2013 017300 - 9 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements." 3.10 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instractions for temperature and relative humidity. END OF SECTION 017300 August 12, 2013 017300- 10 EXECUTION Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Salvaging nonhazardous demolition and constraction waste. 2. Recycling nonhazardous demolition and constraction waste. 3. Disposing of nonhazardous demolition and constraction waste. 1.3 DEFINTTIONS A. Constraction Waste: Building and site improvement materials and other solid waste resulting from constraction, remodeling, renovation, or repair operations. Constraction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off-site of demolition and constraction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or constraction waste for subsequent processing in preparation for reuse. 1.4 INFORMATIONAL SUBMITTALS A. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt. B. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt. August 12, 2013 017419 - 1 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. D. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. E. Qualification Data: For refrigerant recovery technician. F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered. 1.5 QUALITY ASSURANCE A. Refrigerant Recovery Technician QuaUfications: Certified by EPA-approved certification program. B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. C. Waste Management Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following: 1. Review and discuss waste management plan including responsibilities of waste management coordinator. 2. Review requirements for documenting quantities of each type of waste and its disposition. 3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays. 4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities. 5. Review waste management requirements for each trade. 1.6 WASTE MANAGEMENT PLAN A. General: Develop a waste management plan according to ASTM E 1609 and requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and constraction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. B. Waste Identification: Indicate anticipated types and quantities of demolition and constraction waste generated by the Work. Include estimated quantities and assumptions for estimates. August 12, 2013 017419-2 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfiU or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation prcKedures. 1. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers. 2. Disposed Materials: Indicate how and where materials will be disposed of Include name, address, and telephone number of each landfill and incinerator facility. 3. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location where materials separation will be performed. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PLAN DVIPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. 1. Comply with operation, termination, and removal requirements in Section 015000 "Temporary Facilities and Controls." B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan. C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work. 1. Distribute waste management plan to everyone concemed within three days of submittal retum. 2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal. D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used faciHties. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust and dirt, environmental protection, and noise control. August 12, 2013 017419 - 3 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3.2 RECYCLING DEMOLTTION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle paper and beverage containers used by on-site workers. B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall be shared equally by Owner and Contractor. C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process. D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical according to approved constraction waste management plan. 1. Provide appropriately marked containers or bins for controlling recyclable waste untU removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. a. Inspect containers and bins for contamination and remove contaminated materials if found. 2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from constraction area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. 5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor. 3.3 RECYCLING DEMOLITION WASTE A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals. I. Pulverize concrete to maximum 1 - 1/2-inch size. B. Masonry: Remove metal reinforcement, anchors, and ties from masonry and sort with other metals. I. Pulverize masonry to maximum 3/4-inch size. C. Wood Materials: Sort and stack members according to size, type, and length. Sepeirate lumber, engineered wood products, panel products, and treated wood materials. D. Metals: Separate metals by type. 1. Stractural Steel: Stack members according to size, type of member, and length. 2. Remove and dispose of bolts, nuts, washers, and other rough hardware. August 12, 2013 017419-4 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 E. Gypsum Board: Stack large clean pieces on wood paUets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners. F. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry location. G. Metal Suspension System: Separate metal members including trim, and other metals from acoustical panels and tile and sort with other metals. H. Carpet and Pad: Roll large pieces tightly after removing debris, trash, adhesive, and tack strips. 1. Store clean, dry carpet and pad in a closed container or trailer provided by Carpet Reclamation Agency or carpet recycler. I. Piping: Reduce piping to straight lengths and store by type and size. Separate supports, hangers, valves, sprinklers, and other components by type and size. J. Conduit: Reduce conduit to straight lengths and store by type and size. 3.4 RECYCLING CONSTRUCTION WASTE A. Packaging: 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Polystyrene Packaging: Separate and bag materials. 3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood. 4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood. B. Wood Materials: 1. Clean Cut-Offs of Lumber: Grind or chip into small pieces. 2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. C. Gypsum Board: Stack large clean pieces on wood paUets or in container and store in a dry location. 1. Clean Gypsum Board: Grind scraps of clean gypsum board using small mobile chipper or hammer mill. Screen out paper after grinding. 3.5 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator August 12, 2013 017419 - 5 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Buming: Do not bum waste materials. C. Disposal: Remove waste materials from Owner's property and legaUy dispose of them. END OF SECTION 017419 August 12, 2013 017419-6 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017700 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional infonnation which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Wananties. 4. Final cleaning. 5. Repair of the Work. B. Related Requirements: 1. Section 013233 "Photographic Documentation" for submitting final completion constraction photographic documentation. 2. Section 017300 "Execution" for progress cleaning of Project site. 3. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 5. Section 017900 "Demonstration and Training" for requirements for instracting Owner's personnel. 1.3 ACTION SUBMITTALS A. Product Data: For cleaning agents. B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. C. Certified List of Incomplete Items: Final submittal at Final Completion. August 12, 2013 017700 - 1 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.4 CLOSEOUT SUBMITTALS A. Certificate of Insurance: For continuing coverage. 1.5 MAINTENANCE MATERLAL SUBMITTALS A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections. 1.6 SUBSTANTL^VL COMPLETION PROCEDURES A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and conected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy pennits, operating certificates, and similar releases. 2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, final completion constraction photographic documentation, damage or settlement surveys, property surveys, and similar final record information. 3. Submit closeout submittals specified in individual Sections, including specific wananties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Architect. Label with manufacturer's name and model number where applicable. a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Architect's signature for receipt of submittals. 5. Submit test/adjust/balance records. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Advise Owner of pending insurance changeover requirements. August 12, 2013 017700-2 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 3. Complete startup and testing of systems and equipment. 4. Perfonn preventive maintenance on equipment used prior to Substantial Completion. 5. Instract Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training." 6. Advise Owner of changeover in heat and other utilities. 7. Participate with Owner in conducting inspection and walkthrough with local emergency responders. 8. Temiinate and remove temporary facilities from Project site, along with mockups, constraction tools, and similar elements. 9. Complete final cleaning requirements, including touchup painting. 10. Touch up and otherwise repair and restore maned exposed finishes to eliminate visual defects. D. Inspection: Submit a written request for inspection to determine Substantial Completion a niinimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request. Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or conected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or conected. 2. Results of completed inspection will form the basis of requirements for final completion. 1.7 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following: 1. Submit a final Application for Payment according to Section 012900 "Payment Procedures." 2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or conected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report. B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request. Architect and Constraction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of constraction that must be completed or conected before certificate will be issued. August 12, 2013 017700 - 3 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or conected. 1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Organization of List: Include name and identification of each space and area affected by constraction operations for incomplete items and items needing conection including, if necessary, areas disturbed by Contractor that are outside the limits of constraction. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and buUding systems. 3. Include the following information at the top of each page: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Page number. 4. Submit list of incomplete items in the following format: a. MS Excel electronic file. Architect, through Constraction Manager, will retum annotated file. 1.9 SUBMTTTAL OF PROJECT WARRANTIES A. Time of Submittal: Submit written wananties on request of Architect for designated portions of the Work where commencement of wananties other than date of Substantial Completion is indicated, or when delay in submittal of wananties might limit Owner's rights under wananty. B. Organize wananty documents into an orderly sequence based on the table of contents of Project Manual. 1. Bind wananties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-l 1-inch paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate wananty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. 4. Wananty Electronic File: Scan wananties and bonds and assemble complete wananty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of August 12, 2013 017700-4 CLOSEOUT PROCEDURES t > Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 document. C. Provide additional copies of each wananty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perfonn final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instractions. 1, Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by constraction activities, including landscape development areas, of rabbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove tools, constraction equipment, machinery, and surplus material from Project site. e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and simUar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. g. Sweep concrete floors broom clean in unoccupied spaces. August 12, 2013 017700 - 5 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 h. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain. i. Clean transparent materials, including minors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Polish minors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. 1. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure, m. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills, n. Clean ducts, blowers, and coils if units were operated without filters during constraction or that display contamination with particulate matter on inspection. 1) Clean HVAC system in compliance with NADCA Standard 1992-01. Provide written report on completion of cleaning. o. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency, p. Leave Project clean and ready for occupancy. C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary FacUities and Controls." Prepare written report. D. Constraction Waste Disposal: Comply with waste disposal requirements in Section 015000 "Temporary Facilities and Controls." 3.2 REPAIR OF THE WORK A. Complete repair and restoration operations before requesting inspection for detemiination of Substantial Completion. B. Repair or remove and replace defective constraction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or wom items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged constraction and permanent facilities used during constraction to specified condition. 1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials. 2. Touch up and otherwise repair and restore maned or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration. a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification. August 12, 2013 017700-6 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3. Replace parts subject to operating conditions during constraction that may impede operation or reduce longevity. 4. Replace bumed-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. END OF SECTION 017700 August 12, 2013 017700 - 7 CLOSEOUT PROCEDURES Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017823 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which wiU supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory. 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. 4. Product maintenance manuals. 5. Systems and equipment maintenance manuals. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 CLOSEOUT SUBMITTALS A. Manual Content: Operations and maintenance manual content is specified in individual Specification Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Architect will comment on whether content of operations and maintenance submittals are acceptable. August 12, 2013 017823 - 1 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Where applicable, clarify and update reviewed manual content to conespond to revisions and field conditions. B. Format: Submit operations and maintenance manuals in the following format: 1. PDF electronic file. Assemble each manual into a composite electronically indexed file. Subniit on digital media acceptable to Architect. a. b. Name each indexed document file in composite electronic index with applicable item name. Include a complete electronically linked operation and maintenance directory. Enable inserted reviewer comments on draft submittals. 2. Three paper copies. Include a complete operation and maintenance directory. Enclose title pages and directories in clear plastic sleeves. Architect will retum two copies. C. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. Architect will retum copy with comments. 1. Conect or revise each manual to comply with Architect's comments. Submit copies of each conected manual within 15 days of receipt of Architect's comments and prior to commencing demonstration and training. PART 2 - PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired information. Include a section in the directory for each of the following: 1. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. August 12, 2013 017823-2 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for BuUding Systems." 2.2 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Architect. 7. Name and contact information for Commissioning Authority. 8. Names and contact information for major consultants to the Architect that designed the systems contained in the manuals. 9. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Anange contents alphabetically by system, subsystem, and equipment. If possible, assemble instractions for subsystems, equipment, and components of one system into a single binder. E. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. 1. Electronic FUes: Use electronic files prepared by manufacturer where available. Where scanning of paper documents is required, configure scanned file for minimum readable file size. 2. File Names and Bookmarks: Enable bookmarking of individual documents based on file names. Name document files to conespond to system, subsystem, and equipment names August 12,2013 017823 - 3 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file. F. Manuals, Paper Copy: Submit manuals in the form of hard copy, bound and labeled volumes. 1. Binders: Heavy-duty, three-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-l 1-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. 4. 5. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross-reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents, and indicate Specification Section number on bottom of spine. Indicate volume number for multiple-volume sets. Dividers: Heavy-paper dividers with plastic-covered tabs for each section of the manual. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software storage media for computerized electronic equipment. Supplementary Text: Prepared on 8-1/2-by-l 1-inch white bond paper. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. b. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instractions. 3. Emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instractions and procedures for each system, subsystem, piece of equipment, and component: August 12, 2013 017823 -4 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1. Fire. 2. Flood. 3. Gas leak. 4. Water leak. 5. Power failure. 6. Water outage. 7. System, subsystem, or equipment failure. 8. Chemical release or spill. C. Emergency Instractions: Describe and explain wamings, trouble indications, enor messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include the following, as appHcable: 1. Instractions on stopping. 2. Shutdown instractions for each type of emergency. 3. Operating instractions for conditions outside normal operating limits. 4. Required sequences for electric or electronic systems. 5. Special operating instractions and procedures. 2.4 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents. 2. Performance and design criteria if Contractor has delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. B. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. August 12,2013 017823 - 5 OPERATION AND MAINTENANCE DATA Steel Package D. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 9. Engineering data and tests. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the foUowing, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instractions. 4. Regulation and control procedures. 5. Instractions on stopping. 6. Normal shutdown instractions. 7. Seasonal and weekend operating instractions. 8. Required sequences for electric or electronic systems. 9. Special operating instractions and procedures. Systems and Equipment Controls: installed. Describe the sequence of operation, and diagram controls as Piped Systems: identification. Diagram piping as instaUed, and identify color-coding where required for 2.5 PRODUCT MAINTENANCE MANUALS A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and wananties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and ananged to match manual's table of contents. For each product, list name, address, and telephone number of InstaUer or suppHer and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable. C. Product Infonnation: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattem, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instractions. August 12, 2013 017823 -6 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Wananties and Bonds: Include copies of wananties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for wananty claims. 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and wananty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and ananged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard maintenance instractions and bulletins. 2. Drawings, diagrams, and instractions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instractions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instractions. 5. Aligning, adjusting, and checking instractions. 6. Demonstration and training video recording, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. August 12, 2013 017823 - 7 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Wananties and Bonds: Include copies of wananties and bonds and lists of circumstances and conditions that would affect validity of wananties or bonds. 1. Include procedures to follow and required notifications for wananty claims. PART 3 - EXECUTION 3.1 MANUAL PREPARATION B. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory-authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instractional manual for use by Owner's operating personnel. E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and August 12, 2013 017823 - 8 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure conect illustration of completed installation. 1. Do not use original project record documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared record Drawings in Section 017839 "Project Record Documents." G. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation. END OF SECTION 017823 August 12, 2013 017823 - 9 OPERATION AND MAINTENANCE DATA Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017839 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which wUl supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for project record documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. 4. Miscellaneous record submittals. B. Related Requirements: 1. Section 017300 "Execution" for final property survey. 2. Section 017700 "Closeout Procedures" for general closeout procedures. 3. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements. 1.3 CLOSEOUT SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit copies of record Drawings as follows: a. Initial Submittal: 1) Submit one paper-copy set of marked-up record prints. 2) Subniit PDF electronic files of scanned record prints and one of file prints. 3) Architect will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. August 12, 2013 017839 - 1 PROJECT RECORD DOCUMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 b. Final Submittal: 1) Subniit PDF electronic files of scanned record prints and three sets of prints. 2) Print each drawing, whether or not changes and additional information were recorded. B. Record Specifications: Submit one paper copy and annotated PDF electronic files of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit one paper copy and annotated PDF electronic files and directories of each submittal. 1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual. D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various constraction activities. Subniit one paper copy and annotated PDF electronic files and directories of each submittal. PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. 1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is InstaUer, subcontractor, or similar entity, to provide infonnation for preparation of conesponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to conesponding archive photographic documentation. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. August 12, 2013 017839-2 PROJECT RECORD DOCUMENTS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits, f Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed intemal utilities. j. Changes made by Change Order or Constraction Change Directive. k. Changes made following Architect's written orders. 1. DetaUs not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematicaUy or omitted from original Drawings. 6. Note Constraction Change Directive numbers, altemate numbers. Change Order numbers, and similar identification, where applicable. B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Architect and Constraction Manager. When authorized, prepare a full set of conected digital data files of the Contract Drawings, as follows: 1. Format: Annotated PDF electronic file with comment function enabled. 2. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable. 3. Refer instances of uncertainty to Architect through Constraction Manager for resolution. 4. Architect will fumish Contractor one set of digital data files of the Contract Drawings for use in recording infonnation. a. See Section 013300 "Submittal Procedures" for requirements related to use of Architect's digital data files. b. Architect will provide data file layer information. Record markups in separate layers. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. August 12, 2013 017839 - 3 PROJECT RECORD DOCUMENTS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 2. Note related Change Orders, record Product Data, and record Drawings where applicable. B. Format: Subniit record Specifications as annotated PDF electronic file, paper copy, or scanned PDF electronic file(s) of marked-up paper copy of Specifications. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instractions for installation. 3. Note related Change Orders, record Specifications, and record Drawings where applicable. B. Format: Submit record Product Data as annotated PDF electronic file, paper copy, or scanned PDF electronic file(s) of marked-up paper copy of Product Data. 1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. B. Format: Submit miscellaneous record submittals as PDF electronic file, paper copy, or scanned PDF electronic file(s) of marked-up miscellaneous record submittals. 1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE B. Recording: Maintain one copy of each submittal during the constraction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for constraction. Do not use project August 12, 2013 017839-4 PROJECT RECORD DOCUMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 record documents for constraction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Architect's and Constraction Manager's reference during normal working hours. END OF SECTION 017839 August 12, 2013 017839 - 5 PROJECT RECORD DOCUMENTS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 017900 - DEMONSTRATION AND TRAINING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section includes administrative and procedural requirements for instracting Owner's personnel, including the foUowing: 1. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. 3. Demonstration and training video recordings. 1.3 INFORMATIONAL SUBMITTALS A. Instraction Program: Submit outiine of instractional program for demonstration and training, including a list of training modules and a schedule of proposed dates, times, length of instraction time, and instractors' names for each training module. Include leaming objective and outline for each training module. 1. Indicate proposed training modules using manufacturer-produced demonstration and training video recordings for systems, equipment, and products in lieu of video recording of live instractional module. B. Qualification Data: For facilitator. C. Attendance Record: For each training module, submit list of participants and length of instraction time. D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test. August 12, 2013 017900 - 1 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.4 CLOSEOUT SUBMITTALS A. Demonstration and Training Video Recordings: Submit two copies within seven days of end of each training module. 1. Identification: On each copy, provide an applied label with the following information: a. Name of Project. b. Name and address of videographer. c. Name of Architect. d. Name of Constraction Manager. e. Name of Contractor. f. Date of video recording. 2. Transcript: Prepared in PDF electronic format. Include a cover sheet with same label information as the conesponding video recording and a table of contents with links to conesponding training components. Include name of Project and date of video recording on each page. 3. At completion of training, submit complete training manual(s) for Owner's use prepared and bound in format matching operation and maintenance manuals. 1.5 QUALITY ASSURANCE A. Facilitator QuaUfications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful leaming performance. B. Instractor Qualifications: A factory-authorized service representative, complying with requirements in Section 014000 "Quality Requirements," experienced in operation and maintenance procedures and training. C. Preinstraction Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to demonstration and training including, but not limited to, the following: 1. Inspect and discuss locations and other facilities required for instraction. 2. Review and finalize instraction schedule and verify availability of educational materials, instractors' personnel, audiovisual equipment, and facilities needed to avoid delays. 3. Review required content of instraction. 4. For instraction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable. 1.6 COORDINATION A. Coordinate instraction schedule with Owner's operations. Adjust schedule as required to minimize disrapting Owner's operations and to ensure availability of Owner's personnel. August 12,2013 017900-2 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Coordinate instractors, including providing notification of dates, times, length of instraction time, and course content. C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instraction program until operation and maintenance data has been reviewed and approved by Architect. PART 2 - PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Stracture: Develop an instraction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections. B. Training Modules: Develop a leaming objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instraction for the following as applicable to the system, equipment, or component: 1. Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. c. Operating standards. d. Regulatory requirements. e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. 2. Documentation: Review the following items in detail: a. Emergency manuals. b. Operations manuals. c. Maintenance manuals. d. Project record documents. e. Identification systems. f. Wananties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Emergencies: Include the following, as applicable: a. Instractions on meaning of wamings, trouble indications, and enor messages. b. Instractions on stopping. c. Shutdown instractions for each type of emergency. d. Operating instractions for conditions outside of normal operating limits. August 12, 2013 017900 - 3 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 e. Sequences for electric or electronic systems. f. Special operating instractions and procedures. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. c. Routine and normal operating instractions. d. Regulation and control procedures. e. Control sequences, f Safety procedures. g. Instractions on stopping. h. Normal shutdown instractions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instractions. 1. Required sequences for electric or electronic systems. m. Special operating instractions and procedures. Adjustments: Include the following: a. Alignments. b. Checking adjustments. c. Noise and vibration adjustments. d. Economy and efficiency adjustments. Troubleshooting: Include the following: a. Diagnostic instractions. b. Test and inspection procedures. Maintenance: Include the foUowing: a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. c. List of cleaning agents and methods of cleaning detrimental to product. d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. g. Instraction on use of special tools. August 12, 2013 017900-4 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 8. Repairs: Include the following: a. Diagnosis instractions. b. Repair instractions. c. Disassembly; component removal, repair, and replacement; and reassembly instractions. d. Instractions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instraction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data." B. Set up instractional equipment at instraction location. 3.2 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instraction program and training modules, to coordinate instractors, and to coordinate between Contractor and Owner for number of participants, instraction times, and location. B. Engage qualified instractors to instract Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Architect will fumish an instractor to describe basis of system design, operational requirements, criteria, and regulatory requirements. 2. Owner will fumish an instractor to describe Owner's operational philosophy. 3. Owner will fumish Contractor with names and positions of participants. C. Scheduling: Provide instraction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instraction at start of each season. 1. Schedule training with Owner, through Constraction Manager, with at least seven days' advance notice. D. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals. E. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a demonstration performance-based test. August 12, 2013 017900 - 5 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 F. Cleanup: Collect used and leftover educational materials and remove from Project site. Remove instractional equipment. Restore systems and equipment to condition existing before initial training use. 3.3 DEMONSTRATION AND TRAINING VIDEO RECORDINGS A. General: Engage a qualified commercial videographer to record demonstration and training video recordings. Record each training module separately. Include classroom instractions and demonstrations, board diagrams, and other visual aids, but not student practice. 1. At beginning of each training module, record each chart containing leaming objective and lesson outline. B. Video: Provide minimum 640 x 480 video resolution converted to .mp4 format file type, on electronic media. 1. Electronic Media: Read-only format compact disc acceptable to Owner, with commercial-grade graphic label. 2. File Hierarchy: Organize folder stracture and file locations according to project manual table of contents. Provide complete screen-based menu. 3. File Names: UtUize file names based upon name of equipment generally described in video segment, as identified in Project specifications. 4. Contractor and Installer Contact File: Using appropriate software, create a file for inclusion on the Equipment Demonstration and Training DVD that describes the foUowing for each Contractor involved on the Project, ananged according to Project table of contents: a. Name of Contractor/Installer. b. Business address. c. Business phone number. d. Point of contact. e. E-mail address. Recording: Mount camera on tripod before starting recording, unless otherwise necessary to adequately cover area of demonstration and training. Display continuous ranning time. 1. Film training session(s) in segments not to exceed 15 minutes. a. Produce segments to present a single significant piece of equipment per segment. b. Organize segments with multiple pieces of equipment to follow order of Project Manual table of contents. c. Where a training session on a particular piece of equipment exceeds 15 minutes, stop filming and pause training session. Begin training session again upon commencement of new filming segment. D. Light Levels: Verify light levels are adequate to properly light equipment, markings are clearly visible prior to recording. Verify equipment August 12,2013 017900 - 6 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Fumish additional portable lighting as required. E. Transcript: Provide a transcript of the nanation. Display images and ranning time captured from videotape opposite the conesponding nanation segment. F. Preproduced Video Recordings: Provide video recordings used as a component of training modules in same format as recordings of live training. END OF SECTION 017900 August 12, 2013 017900-7 DEMONSTRATION AND TRAINING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 051200 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. Stractural steel. 2. Field-installed shear connectors. 3. Grout. B. Related Requirements: 1. Section 053100 "Steel Decking" for field instaUation of shear connectors through deck. 2. Section 055000 "Metal Fabrications" for steel lintels and shelf angles not attached to stractural-steel frame not defined as stractural steel. 3. for surface-preparation and priming requirements. 1.3 DEFINITIONS A. Stractural Steel: Elements of the stractural frame indicated on Drawings and as described in AISC 303, "Code of Standard Practice for Steel BuUdings and Bridges." B. Seismic-Load-Resisting System: Elements of stractural-steel frame designated as "SLRS" or along grid lines designated as "SLRS" on Drawings, including columns, beams, and braces and their connections. C. Heavy Sections: Rolled and built-up sections as follows: 1. Shapes included in ASTM A 6/A 6M with flanges thicker than 1-1/2 inches. 2. Welded built-up members with plates thicker than 2 inches. 3. Column base plates thicker than 2 inches. August 12,2013 051200 - 1 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Protected Zone: Stractural members or portions of stractural members indicated as "Protected Zone" on Drawings. Connections of stractural and nonstractural elements to protected zones are limited. E. Demand Critical Welds: Those welds, the failure of which would result in significant degradation of the strength and stiffness of the Seismic-Load-Resisting System and which are indicated as "Demand Critical" or "Seismic Critical" on Drawings. 1.4 COORDINATION A. Coordinate instaUation of anchorage items to be embedded in or attached to other constraction without delaying the Work. Provide setting diagrams, sheet metal templates, instractions, and directions for installation. 1.5 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.6 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Show fabrication of stractural-steel components. 1. 2. 3. 4. 5. 6. 7. Include details of cuts, connections, splices, camber, holes, and other pertinent data. Include embedment Drawings. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical, high-strength bolted connections. Identify members and connections of the Seismic-Load-Resisting System. Indicate locations and dimensions of protected zones. Identify demand critical welds. Welding Procedure Specifications (WPSs) and Procedure Qualification Records (PQRs): Provide according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel," for each welded joint qualified by testing, including the following: 1. Power source (constant cunent or constant voltage). 2. Electrode manufacturer and trade name, for demand critical welds. 1.7 INFORMATIONAL SUBMITTALS A. Qualification Data: For professional engineer. August 12, 2013 051200-2 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Welding certificates. C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, certifying that shop primers are compatible with topcoats. D. Mill test reports for stractural steel, including chemical and physical properties. E. Product Test Reports: For the following: 1. Bolts, nuts, and washers including mechanical properties and chemical analysis. 2. Direct-tension indicators. 3. Tension-control, high-strength, bolt-nut-washer assemblies. 4. Shear stud connectors. 5. Nonshrink grout. F. Survey of existing conditions. G. Source quality-control reports. 1.8 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." 1. Welders and welding operators performing work on bottom-flange, demand-critical welds shall pass the supplemental welder qualification testing, as required by AWS D1.8/D1.8M. FCAW-S and FCAW-G shall be considered separate processes for welding personnel qualification. B. Comply with applicable provisions of the following specifications and documents: 1. AISC 303. 2. AISC 341 and AISC 341 sl. 3. AISC 360. 4. RCSC's "Specification for Stractural Joints Using ASTM A 325 or A 490 Bolts." 1.9 DELTVERY, STORAGE, AND HANDLING A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from conosion and deterioration. 1. Do not store materials on stracture in a manner that might cause distortion, damage, or overload to members or supporting stractures. Repair or replace damaged materials or stractures as directed. B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact. August 12, 2013 051200 - 3 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers. 2. Clean and relubricate bolts and nuts that become dry or rasty before use. 3. Comply with manufacturers' written recommendations for cleaning and lubricating ASTM F 1852 fasteners and for retesting fasteners after lubrication. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Connections: Provide detaUs of connections required by the Contract Documents to be selected or completed by stractural-steel fabricator, including comprehensive engineering analysis by a qualified professional engineer, to withstand loads indicated and comply with other information and restrictions indicated. 1. Select and complete connections using AISC 360. 2. Use Load and Resistance Factor Design; data are given at factored-load level. B. Moment Connections: Type PR, partially restrained. C. Constraction: Moment frame. 2.2 STRUCTURAL-STEEL MATERIALS A. W-Shapes: ASTM A 992/A 992M, unless otherwise noted. B. Channels, Angles, M, S-Shapes: ASTM A 36/A 36M. C. Plate and Bar: ASTM A 36/A 36M. D. Conosion-Resisting Stractural-Steel Shapes, Plates, and Bars: ASTM A 588/A 588M, Grade 50. E. Cold-Formed Hollow Stractural Sections: ASTM A 500/A 500M, Grade B, stractural tubing. F. Steel Pipe: ASTM A 53/A 53M, Type E or Type S, Grade B. 1. Weight Class: Standard. 2. Finish: Black except where indicated to be galvanized. G. Steel Castings: ASTM A 216/A 216M, Grade WCB with supplementary requirement Sll. H. Steel Forgings: ASTM A 668/A 668M. I. Welding Electrodes: Comply with AWS requirements. August 12, 2013 051200-4 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2.3 BOLTS, CONNECTORS, AND ANCHORS A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel stractural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; all with plain finish. 1. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with plain finish. B. Zinc-Coated High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel stractural bohs; ASTM A 563, Grade DH heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers. 1. Finish: Hot-dip zinc coating. 2. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with mechanically deposited zinc coating, baked epoxy-coated finish. C. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed-stud type, cold-finished carbon steel; AWS Dl.l/Dl.lM, Type B. D. Unheaded Anchor Rods: ASTM F 1554, Grade 55, weldable. 1. Configuration: Straight. 2. Nuts: ASTM A 563 heavy-hex carbon steel. 3. Plate Washers: ASTM A 36/A 36M carbon steel. 4. Washers: ASTM F 436, Type 1, hardened carbon steel. 5. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. E. Headed Anchor Rods: ASTM F 1554, Grade 55, weldable, straight. 1. Nuts: ASTM A 563 heavy-hex carbon steel. 2. Plate Washers: ASTM A 36/A 36M carbon steel. 3. Washers: ASTM F 436, Type 1, hardened carbon steel. 4. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. F. Threaded Rods: ASTM A 572/A 572M, Grade 50. 1. Nuts: ASTM A 563 heavy-hex carbon steel. 2. Washers: ASTM F 436, Type I, hardened carbon steel. 3. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. G. Clevises and Turnbuckles: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1035. H. Eye Bolts and Nuts: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1030. I. Sleeve Nuts: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1018. J. Stractural Slide Bearings: Low-friction assemblies, of configuration indicated, that provide August 12, 2013 051200 - 5 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 vertical transfer of loads and allow horizontal movement perpendicular to plane of expansion joint while resisting movement within plane of expansion joint. 1. 2. 3. 4. 5. Manufacturers: the following: Subject to compliance with requirements, provide products by one of a. Amscot Stractural Products Corp. b. Fluorocarbon Company Limited. c. R.J. Watson Bridge & Stractural Engineered Systems. d. Seismic Energy Products, L.P. Mating Surfaces: PTFE and PTFE. Coefficient of Friction: Not more than 0.03. Design Load: Not less than 2,000 psi. Total Movement Capability: 2 inches. 2.4 PRIMER A. Galvanizing Repair Paint: ASTM A 780/A 780M. 2.5 2.6 GROUT A. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged, nonmetallic aggregate grout, nonconosive and nonstaining, mixed with water to consistency suitable for application and a 30-minute working time. FABRICATION A. Stractural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC 303, "Code of Standard Practice for Steel BuUdings and Bridges," and to AISC 360. 1. Camber stractural-steel members where indicated. 2. Fabricate beams with rolling camber up. 3. Identify high-strength stractural steel according to ASTM A 6/A 6M and maintain markings until stractural steel has been erected. 4. Mark and match-mark materials for field assembly. B. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible. 1. Plane thermally cut edges to be welded to comply with requirements in AWS DI.l/Dl.lM. C. Bolt Holes: Cut, drill, mechanically thermal cut, or punch standard bolt holes perpendicular to metal surfaces. August 12, 2013 051200-6 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Finishing: Accurately fmish ends of columns and other members transmitting bearing loads. E. Steel Wall-Opening Framing: Select trae and straight members for fabricating steel wall-opening franiing to be attached to stractural-steel frame. Straighten as required to provide uniform, square, and trae members in completed wall framing. Build up welded framing, weld exposed joints continuously, and grind smooth. F. Welded Door Frames: Build up welded door frames attached to stractural-steel frame. Weld exposed joints continuously and grind smooth. Plug-weld fixed steel bar stops to frames. Secure removable stops to frames with countersunk machine screws, uniformly spaced not more than 10 inches o.c. unless otherwise indicated. G. Holes: Provide holes required for securing other work to stractural steel and for other work to pass through steel members. 1. Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes or enlarge holes by buming. 2. Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel surfaces. 3. Weld threaded nuts to framing and other specialty items indicated to receive other work. 2.7 SHOP CONNECTIONS High-Strength Bolts: Shop install high-strength bohs according to RCSC's "Specification for Stractural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened. B. Weld Connections: Comply with AWS Dl.l/Dl.lM and AWS D1.8/D1.8M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in conecting welding work. 1. Assemble and weld built-up sections by methods that maintain trae alignment of axes without exceeding tolerances in AISC 303 for miU material. 2.8 GALVANIZING A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to stractural steel according to ASTM A 123/A 123M. 1. FiU vent and drain holes that are exposed in the finished Work unless they function as weep holes, by plugging with zinc solder and filing off smooth. 2. Galvanize lintels, shelf angles, and welded door frames attached to stractural-steel frame and located in exterior walls. August 12, 2013 051200-7 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 2.9 A. B. C. SOURCE QUALITY CONTROL Testing Agency: Owner will engage a qualified testing agency to perform shop tests and inspections. 1. Provide testing agency with access to places where stractural-steel work is being fabricated or produced to perform tests and inspections. Bolted Connections: Inspect and test shop-bolted connections according to RCSC's "Specification for Stractural Joints Using ASTM A 325 or A 490 Bolts." Welded Connections: Visually inspect shop-welded connections according to AWS Dl.l/Dl.lM and the following inspection procedures, at testing agency's option: 1. Liquid Penetrant Inspection: ASTM E 165. 2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration are not accepted. 3. Ultrasonic Inspection: ASTM E 164. 4. Radiographic Inspection: ASTM E 94. D. Prepare test and inspection reports. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify, with certified steel erector present, elevations of concrete- and masonry-bearing surfaces and locations of anchor rods, bearing plates, and other embedments for compliance with requirements. 1. Prepare a certified survey of existing conditions. Include bearing surfaces, anchor rods, bearing plates, and other embedments showing dimensions, locations, angles, and elevations. B. Proceed with installation only after unsatisfactory conditions have been conected. 3.2 PREPARATION Provide temporary shores, guys, braces, and other supports during erection to keep stractural steel secure, plumb, and in alignment against temporary constraction loads and loads equal in intensity to design loads. Remove temporary supports when permanent stractural steel, connections, and bracing are in place unless otherwise indicated. 1. Do not remove temporary shoring supporting composite deck constraction until cast-in-place concrete has attained its design compressive strength. August 12, 2013 051200-8 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 3.3 ERECTION A. Set stractural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360. B. Baseplates Bearing Plates and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates. 1. Set plates for stractural members on wedges, shims, or setting nuts as required. 2. Weld plate washers to top of baseplate. 3. Snug-tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protrading, cut off flush with edge of plate before packing with grout. 4. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written installation instractions for shrinkage-resistant grouts. C. Maintain erection tolerances of stractural steel within AISC 303, "Code of Standard Practice for Steel Buildings and Bridges." D. Align and adjust various members that form part of complete frame or stracture before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that are in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of stracture. 2. Make allowances for difference between temperature at time of erection and mean temperature when stracture is completed and in service. E. Splice members only where indicated. F. Do not use thermal cutting during erection unless approved by Architect. Finish thermally cut sections within smoothness limits in AWS Dl.l/Dl.lM. G. Do not enlarge unfair holes in members by buming or using drift pins. Ream holes that must be enlarged to admit bolts. H. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use automatic end welding of headed-stud shear connectors according to AWS Dl.l/Dl.lM and manufacturer's written instractions. 3.4 FIELD CONNECTIONS A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Stractural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. August 12, 2013 051200 - 9 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 1. Joint Type: Snug tightened. B. Weld Connections: Comply with AWS Dl.l/Dl.lM and AWS D1.8/D1.8M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in conecting welding work. 1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds. 2. Remove backing bars or ranoff tabs where indicated, back gouge, and grind steel smooth. 3. Assemble and weld buUt-up sections by methods that maintain trae alignment of axes without exceeding tolerances in AISC 303, "Code of Standard Practice for Steel Buildings and Bridges," for mill material. 3.5 FIELD QUALTTY CONTROL A. Special Inspections: Owner will engage a quahfied special inspector to perform the following special inspections: 1. Verify stractural-steel materials and inspect steel frame joint details. 2. Verify weld materials and inspect welds. 3. Verify connection materials and inspect high-strength bolted connections. B. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. C. Bolted Connections: Inspect and test bolted connections according to RCSC's "Specification for Stractural Joints Using ASTM A 325 or A 490 Bohs." D. Welded Connections: Visually inspect field welds according to AWS D1. I/D 1. IM. 1. In addition to visual inspection, test and inspect field welds according to AWS Dl.l/Dl.lM and the foUowing inspection procedures, at testing agency's option: a. Liquid Penetrant Inspection: ASTM E 165. b. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration are not accepted. c. Ultrasonic Inspectton: ASTM E 164. d. Radiographic Inspection: ASTM E 94. E. In addition to visual inspection, test and inspect field-welded shear connectors according to requirements in AWS Dl.l/Dl.lM for smd welding and as foUows: 1. Perform bend tests if visual inspections reveal either a less-than-continuous 360-degree flash or welding repairs to any shear connector. 2. Conduct tests according to requirements in AWS Dl.l/Dl.lM on additional shear connectors if weld fracture occurs on shear connectors already tested. August 12, 2013 051200- 10 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3.6 REPAIRS AND PROTECTION A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A 780/A 780M. END OF SECTION 051200 August 12, 2013 051200 - 11 STRUCTURAL STEEL FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 052100 - STEEL JOIST FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. K-series steel j oists. 2. LH- and DLH-series long-span steel joists. 3. Joist accessories. B. Related Requirements: 1. Section 033000 "Cast-in-Place Concrete" for installing bearing plates in concrete. 2. Section 042000 "Unit Masonry" for installing bearing plates in unit masonry. 3. Section 051200 "Stractural Steel Franiing" for field-welded shear connectors. 1.3 DEFE^ITIONS A. SJI's "Specifications": Steel Joist Institute's "Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders." B. Special Joists: Steel joists or joist girders requiring modification by manufacturer to support nonuniform, unequal, or special loading conditions that invalidate load tables in SJI's "Specifications." 1.4 ACTION SUBMITTALS A. Product Data: For each type of joist, accessory, and product. B. Shop Drawings: 1. Include layout, designation, number, type, location, and spacing of joists. August 12, 2013 052100 - 1 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2. Include joining and anchorage details, bracing, bridging, and joist accessories; splice and connection locations and details; and attachments to other constraction. 3. Indicate locations and details of bearing plates to be embedded in other constraction. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For manufacturer. B. Manufacturer certificates. C. Comprehensive engineering analysis of special joists signed and sealed by the qualified professional engineer responsible for its preparation. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A manufacturer certified by SJl to manufacture joists complying with applicable standard specifications and load tables in SJIs "Specifications." 1. Manufacturer's responsibilities include providing professional engineering services for designing special joists to comply with performance requirements. B. Welding Qualifications: Qualify field-welding procedures and personnel according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle joists as recommended in SJI's "Specifications." B. Protect joists from conosion, deformation, and other damage during delivery, storage, and handling. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Stractural Performance: Provide special joists and connections capable of withstanding design loads indicated. 1. Use ASD; data are given at service-load level. 2. Design special joists to withstand design loads with live-load deflections no greater than the following: a. Roof Joists: Vertical deflection of 1/360 of the span. August 12, 2013 052100-2 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 2.2 K-SERIES STEEL JOISTS A. Manufacture steel joists of type indicated according to "Standard Specifications for Open Web Steel Joists, K-Series" in SJI's "Specifications," with steel-angle top- and bottom-chord members, underslung ends, and parallel top chord. 1. Joist Type: K-series steel joists. B. Provide holes in chord members for connecting and securing other constraction to joists. C. Top-Chord Extensions: Extend top chords of joists with SJIs Type S top-chord extensions where indicated, complying with SJI's "Specifications." D. Extended Ends: Extend bearing ends of joists with SJI's Type R extended ends where indicated, complying with SJI's "Specifications." E. Camber joists as indicated. F. Equip bearing ends of joists with manufacturer's standard beveled ends or sloped shoes if joist slope exceeds 1/4 inch per 12 inches. 2.3 LONG-SPAN STEEL JOISTS A. Manufacture steel joists according to "Standard Specifications for Longspan Steel Joists, LH-Series and Deep Longspan Steel Joists, DLH-Series" in SJI's "Specifications," with steel-angle top- and bottom-chord members; of joist type and end and top-chord anangements as indicated. B. Provide holes in chord members for connecting and securing other constraction to joists. C. Camber long-span steel joists as indicated. D. Equip bearing ends of joists with manufacturer's standard beveled ends or sloped shoes if joist slope exceeds 1/4 inch per 12 inches. 2.4 PREVIERS A. Primer: Provide shop primer that complies with Section 099113 "Exterior Painting" and Section 099123 "Interior Painting." 2.5 JOIST ACCESSORIES A. Bridging: Provide bridging anchors and number of rows of horizontal or diagonal bridging of material, size, and type required by SJI's "Specifications" for type of joist, chord size, spacing, and span. Fumish additional erection bridging if required for stabUity. August 12, 2013 052100 - 3 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Fabricate steel bearing plates from ASTM A 36/A 36M steel with integral anchorages of sizes and thicknesses indicated. Hot-dip zinc coat according to ASTM A 123/A 123M. C. Fumish ceiling extensions, either extended bottom-chord elements or a separate extension unit of enough strength to support ceiling constraction. Extend ends to within 1/2 inch of finished wall surface unless otherwise indicated. D. Carbon-Steel Bolts and Threaded Fasteners: ASTM A 307, Grade A, carbon-steel, hex-head bolts and threaded fasteners; carbon-steel nuts; and flat, unhardened steel washers. 1. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. E. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy hex steel stractural bolts; ASTM A 563 heavy hex carbon-steel nuts; and ASTM F 436 hardened carbon-steel washers. 1. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. F. Welding Electrodes: Comply with AWS standards. G. Fumish miscellaneous accessories including splice plates and bolts required by joist manufacturer to complete joist assembly. 2.6 CLEANING AND SHOP PAINTING A. Clean and remove loose scale, heavy rast, and other foreign materials from fabricated joists and accessories by hand-tool cleaning, SSPC-SP 2 or power-tool cleaning, SSPC-SP 3. B. Do not prime paint joists and accessories to receive sprayed fire-resistive materials. C. Shop priming of joists and joist accessories is specified in Section 099113 "Exterior Painting" and Section 099123 "Interior Painting." PART 3 - EXECUTION 3.1 EXAMINATION A. Examine supporting substrates, embedded bearing plates, and abutting stractural franiing for compliance with requirements for installation tolerances and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been conected. August 12, 2013 052100 - 4 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3.2 INSTALLATION A. Do not install joists until supporting constraction is in place and secured. B. Install joists and accessories plumb, square, and trae to line; securely fasten to supporting constraction according to SJI's "Specifications," joist manufacturer's written recommendations, and requirements in this Section. 1. Before installation, splice joists delivered to Project site in more than one piece. 2. Space, adjust, and align joists accurately in location before permanentiy fastening. 3. Install temporary bracing and erection bridging, connections, and anchors to ensure that joists are stabilized during constraction. 4. Delay rigidly connecting bottom-chord extensions to columns or supports until dead loads are applied. C. Field weld joists to supporting steel bearing plates and framework. Coordinate welding sequence and procedure with placement of joists. Comply with AWS requirements and procedures for welding, appearance and quality of welds, and methods used in conecting welding work. D. Install and connect bridging concunently with joist erection, before constraction loads are applied. Anchor ends of bridging lines at top and bottom chords if terminating at walls or beams. 3.3 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a quahfied independent testing and inspecting agency to inspect and to perform field tests and inspections and prepare test and inspection reports. B. VisuaUy inspect field welds according to AWS Dl.l/Dl.lM. 1. In addition to visual inspection, test field welds according to AWS Dl.l/Dl.lM and the following procedures, as applicable: a. Liquid Penetrant Inspection: ASTM E 165. b. Magnetic Particle Inspection: ASTM E 709. c. Ultrasonic Testing: ASTM E 164. d. Radiographic Testing: ASTM E 94. C. Conect deficiencies in Work that test and inspection reports have indicated are not in compliance with specified requirements. D. Perform additional testing to determine compliance of conected Work with specified requirements. August 12, 2013 052100 - 5 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3.4 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that joists and accessories are without damage or deterioration at time of Substantial Completion. END OF SECTION 052100 August 12, 2013 052100-6 STEEL JOIST FRAMING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 053100 - STEEL DECKING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. Roof deck. 2. Composite floor deck. B. Related Requirements: 1. Section 033000 "Cast-in-Place Concrete" for normal-weight and lightweight stractural concrete fill over steel deck. 2. Section 051200 "Stractural Steel Framing" for shop- and field-welded shear connectors. 3. Section 055000 "Metal Fabrications" for framing deck openings with miscellaneous steel shapes. 4. Section 099113 "Exterior Painting" for repair painting of primed deck and finish painting of deck. 1.3 ACTION SUBMITTALS A. Product Data: For each type of deck, accessory, and product indicated. B. Shop Drawings: I. Include layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other constraction. 1.4 INFORMATIONAL SUBMITTALS A. Welding certificates. B. Product Certificates: For each type of steel deck. August 12, 2013 053100 - 1 STEEL DECKING Steel Package D. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, indicating that each of the foUowing complies with requirements: 1. Power-actuated mechanical fasteners. Evaluation Reports: For steel deck. 1.5 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.3, "Stractural Welding Code - Sheet Steel." B. FM Global Listing: Provide steel roof deck evaluated by FM Global and listed in its "Approval Guide, Building Materials" for Class 1 fire rating and Class 1-90 windstorm ratings. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect steel deck from conosion, deformation, and other damage during delivery, storage, and handling. B. Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a waterproof covering and ventilate to avoid condensation. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Stractural Members." B. Fire-Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. 2.2 ROOF DECK A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ASC Profiles, Inc.; a Blue Scope Steel company. 2. Canam United States; Canam Group Inc. August 12, 2013 053100-2 STEEL DECKING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 3. CMC Joist & Deck. 4. Consolidated Systems, Inc.; Metal Dek Group. 5. Cordeck. 6. DACS, hic. 7. Epic Metals Corporation. 8. Marlyn Steel Decks, Inc. 9. New MUlennium Building Systems, LLC. 10. Nucor Corp.; Vulcraft Group. 11. Roof Deck, hic. 12. Valley Joist; Subsidiary of EBSCO Industries, Inc. 13. Verco Manufacturing Co. 14. Wheeling Corragating Company; Div. of Wheeling-Pittsburgh Steel Corporation. B. Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 31, and with the following: 1. Galvanized-Steel Sheet: ASTM A 653/A 653M, Stractural Steel (SS), Grade 33, G60 zinc coating. 2. Deck Profile: As indicated. 3. Profile Depth: As indicated. 4. Design Uncoated-Steel Thickness: As indicated. 5. Design Uncoated-Steel Thicknesses; Deck Unit/Bottom Plate: As indicated. 6. Span Condition: As indicated. 7. Side Laps: Overlapped or interlocking seam at Contractor's option. 2.3 COMPOSITE FLOOR DECK A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ASC Profiles, Inc.; a Blue Scope Steel company. 2. Canam United States; Canam Group Inc. 3. CMC Joist & Deck. 4. Consolidated Systems, Inc.; Metal Dek Group. 5. Cordeck. 6. DACS, hic. 7. Epic Metals Corporation. 8. Marlyn Steel Decks, Inc. 9. New Millennium Building Systems, LLC. 10. Nucor Corp.; Vulcraft Group. 11. Roof Deck, Inc. 12. Verco Manufacturing Co. 13. Wheeling Corragating Company; Div. of Wheeling-Pittsburgh Steel Corporation. B. Composite Floor Deck: Fabricate panels, with integrally embossed or raised pattern ribs and interlocking side laps, to comply with "SDI Specifications and Commentary for Composite August 12,2013 053100-3 STEEL DECKING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Steel Floor Deck," in SDI PubHcation No. 31, with the minimum section properties indicated, and with the foUowing: 1. Galvanized-Steel Sheet: ASTM A 653/A 653M, Stractural Steel (SS), Grade 33, G30 G60 zinc coating. 2. Profile Depth: As indicated. 3. Design Uncoated-Steel Thickness: 0.0295 inch. 4. Span Condition: As indicated. 2.4 ACCESSORIES A. General: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated. B. Mechanical Fasteners: Conosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws. C. Side-Lap Fasteners: Conosion-resistant, hexagonal washer head; self-drilling, carbon-steel screws. No. 10 minimum diameter. D. Flexible Closure Strips: Vulcanized, closed-cell, synthetic rabber. E. MisceUaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000 psi, not less than 0.0359-inch design uncoated thickness, of same material and finish as deck; of profile indicated or required for application. F. Pour Stops and Girder Fillers: Steel sheet, minimum yield strength of 33,000 psi, of same material and finish as deck, and of thickness and profile indicated. G. Column Closures, End Closures, Z-Closures, and Cover Plates: Steel sheet, of same material, finish, and thickness as deck unless otherwise indicated. H. Piercing Hanger Tabs: Piercing steel sheet hanger attachment devices for use with floor deck. I. Weld Washers: Uncoated steel sheet, shaped to fit deck rib, 0.0598 inch thick, with factory-punched hole of 3/8-inch minimum diameter. J. Flat Sump Plates: Single-piece steel sheet, 0.0747 inch thick, of same material and finish as deck. For drains, cut holes in the field. K. Recessed Sump Pans: Single-piece steel sheet, 0.0747 inch thick, of same material and finish as deck, with 3-inch-wide flanges and level recessed pans of 1-1/2-inch minimum depth. For drains, cut holes in the field. L. Galvanizing Repair Paint: ASTM A 780. August 12, 2013 053100-4 STEEL DECKING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine supporting frame and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been conected. 3.2 INSTALLATION, GENERAL A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 31, manufacturer's written instractions, and requirements in this Section. B. Install temporary shoring before placing deck panels if required to meet deflection limitations. C. Locate deck bundles to prevent overloading of supporting members. D. Place deck panels on supporting frame and adjust to final position with ends accurately aUgned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side-lap interlocks. E. Place deck panels flat and square and fasten to supporting frame without warp or deflection. F. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck. G. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work. H. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for conecting welding work. I. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical fasteners and install according to deck manufacturer's written instractions. 3.3 ROOF-DECK INSTALLATION A. Fasten roof-deck panels to steel supporting members by arc spot (puddle) welds of the surface diameter indicated or arc seam welds with an equal perimeter that is not less than 1-1/2 inches long, and as foUows: 1. Weld Diameter: 5/8 inch, nominal. 2. Weld Spacing: As indicated on Stractural Drawings. B. Side-Lap and Perimeter Edge Fastening: As indicated on Stractural Drawings. August 12,2013 053100-5 STEEL DECKING Steel Package C. D. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 End Bearing: Install deck ends over supporting frame with a niinimum end bearing of 1-1/2 inches, with end joints as follows: 1. End Joints: Lapped 2 inches niinimum. Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and weld flanges to top of deck. Space welds not more than 12 inches apart with at least one weld at each comer. 1. Install reinforcing channels or zees in ribs to span between supports and weld. Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end closures, and reinforcing channels according to deck manufacturer's written instractions. Weld to substrate to provide a complete deck installation. 1. Weld cover plates at changes in direction of roof-deck panels unless otherwise indicated. Flexible Closure Strips: Install flexible closure strips over partitions, walls, and where indicated. Install with adhesive according to manufacturer's written instractions to ensure complete closure. 3.4 FLOOR-DECK E^STALLATION A. Fasten floor-deck panels to steel supporting members by arc spot (puddle) welds of the surface diameter indicated and as follows: 1. Weld Diameter: 5/8 inch, nominal. 2. Weld Spacing: Space and locate welds as indicated on Stractural Drawings. 3. Weld Washers: Install weld washers at each weld location. B. Side-Lap and Perimeter Edge Fastening: As indicated on Stractural Drawings. C. End Bearing: Install deck ends over supporting frame with a minimum end bearing of I-1/2 inches, with end joints as follows: I. End Joints: Lapped or butted at Contractor's option. D. Pour Stops and Girder Fillers: Weld steel sheet pour stops and girder fillers to supporting stracture according to SDI recommendations unless otherwise indicated. E. Floor-Deck Closures: Weld steel sheet column closures, cell closures, and Z-closures to deck, according to SDI recommendations, to provide tight-fitting closures at open ends of ribs and sides of deck. 3.5 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified testing agency to perform tests and August 12, 2013 053100-6 STEEL DECKING Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 inspections. B. Field welds will be subject to inspection. C. Testing agency will report inspection resuhs promptly and in writing to Contractor and Architect. D. Remove and replace work that does not comply with specified requirements. E. Additional inspecting, at Contractor's expense, wUl be performed to determine compliance of conected work with specified requirements. 3.6 PROTECTION A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780 and manufacturer's written instractions. B. Provide final protection and maintain conditions to ensure that steel deck is without damage or deterioration at time of Substantial Completion. END OF SECTION 053100 August 12, 2013 053100 - 7 STEEL DECKING Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 055000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. Steel framing and supports for overhead doors and grilles. 2. Steel framing and supports for mechanical and electrical equipment. 3. Steel framing and supports for applications where framing and supports are not specified in other Sections. 4. Elevator machine beams, hoist beams, and divider beams. 5. Steel shapes for supporting elevator door sills. 6. Shelf angles. 7. Metal ladders. 8. Stractural-steel door frames. 9. Miscellaneous steel trim including steel angle comer guards steel edgings and loading-dock edge angles. 10. Metal boUards. 11. Pipe guards. 12. Abrasive metal nosings, treads, and thresholds. 13. Loose bearing and leveling plates for applications where they are not specified in other Sections. B. Products fumished, but not installed, under this Section include the following: 1. Loose steellintels. 2. Anchor bolts, steel pipe sleeves, slotted-channel inserts, and wedge-type inserts indicated to be cast into concrete or built into unit masonry. C. Related Requirements: 1. Section 033000 "Cast-in-Place Concrete" for installing anchor bolts, steel pipe sleeves, slotted-channel inserts, wedge-type inserts, and other items cast into concrete. 2. Section 042000 "Unit Masonry" for installing loose lintels, anchor bolts, and other items built into unit masonry. August 12, 2013 055000 - 1 METAL FABRICATIONS Steel Package 3. 4. 5. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 Section 051200 "Stractural Steel Framing." Section 055100 "Metal Stairs" for cast and extraded treads and nosings. Section 055213 "Pipe and Tube RaUings." 1.3 COORDINATION A. Coordinate selection of shop primers with topcoats to be appHed over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of metal fabrications that are anchored to or that receive other work. Fumish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 1.4 ACTION SUBMITTALS A. Product Data: For the following: 1. Nonslip aggregates and nonslip-aggregate surface finishes. 2. Metal nosings and treads. 3. Paint products. 4. Grout. B. Shop Drawings: Show fabrication and installation details. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide Shop Drawings for the following: 1. Steel framing and supports for overhead doors and grilles. 2. Steel framing and supports for mechanical and electrical equipment. 3. Steel framing and supports for applications where framing and supports are not specified in other Sections. 4. Elevator machine beams, hoist beams, and divider beams. 5. Steel shapes for supporting elevator door sills. 6. Shelf angles. 7. Metal ladders. 8. Stractural-steel door frames. 9. Miscellaneous steel trim including steel angle comer guards, steel edgings, and loading-dock edge angles. 10. Metal bollards. 11. Pipe guards. 12. Abrasive metal nosings treads. 13. Loose steel lintels. C. Delegated-Design Submittal: For ladders, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. August 12, 2013 055000 - 2 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For professional engineer. B. Welding certificates. C. Research/Evaluation Reports: For post-installed anchors, from ICC-ES. 1.6 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." B. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." 1.7 FIELD CONDITIONS A. Field Measurements: Verify actual locations of walls and other constraction contiguous with metal fabrications by field measurements before fabrication. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design ladders. B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 2.2 METALS A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. B. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. August 12, 2013 055000 - 3 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, roUed from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. D. Steel Tubing: ASTM A 500/A 500M, cold-formed steel tubing. E. Steel Pipe: ASTM A 53/A 53M, Standard Weight (Schedule 40) unless otherwise indicated. F. Slotted Channel Framing: Cold-formed metal box channels (stmts) complying with MFMA-4. 1. Size of Channels: 1-5/8 by 1-5/8 inches. 2. Material: Galvanized steel, ASTM A 653/A 653M, commercial steel. Type B, with G90 coating; 0.108-inch nominal thickness. G. Cast h-on: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M, unless otherwise indicated. 2.3 FASTENERS A. General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class required. I. Provide stainless-steel fasteners for fastening aluminum. B. Steel Bohs and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Anchor Bolts: ASTM F 1554, Grade 36, of dimensions indicated; with nuts, ASTM A 563; and, where indicated, flat washers. 1. Hot-dip galvanize or provide mechanically deposited, zinc coating where item being fastened is indicated to be galvanized. D. Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488/E 488M, conducted by a qualified independent testing agency. E. Cast-in-Place Anchors in Concrete: Either threaded type or wedge type unless otherwise indicated; galvanized fenous castings, either ASTM A 47/A 47M malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, all hot-dip galvanized per ASTM F 2329. F. Post-Installed Anchors: Torque-controlled expansion anchors. 1. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5, unless otherwise indicated. August 12, 2013 055000 - 4 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2.4 MISCELLANEOUS MATERIALS A. Shop Primers: Provide primers that comply with Section 099113 "Exterior Painting." B. Epoxy Zinc-Rich Primer: Complying with MPI#20 and compatible with topcoat. C. Shop Primer for Galvanized Steel: Primer formulated for exterior use over zinc-coated metal and compatible with finish paint systems indicated. D. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. E. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187/D 1187M. F. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, nonconosive, nongaseous grout complying with ASTM C 1107/C 1107M. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.5 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain stractural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Cut, drill, and punch metals cleanly and accurately. Remove buns and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. C. Form bent-metal comers to smallest radius possible without causing grain separation or otherwise impairing work. D. Form exposed work with accurate angles and surfaces and straight edges. E. Weld comers and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and conosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous. August 12,2013 055000-5 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 G. Fabricate seams and other connections that are exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. I. Provide for anchorage of type indicated; coordinate with supporting stracture. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. J. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by I-1/2 inches, with a minimum 6-inch embedment and 2-inch hook, not less than 8 inches from ends and comers of units and 24 inches o.c, unless otherwise indicated. 2.6 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. B. Fabricate units from steel shapes, plates, and bars of welded constraction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent constraction. 1. Fabricate units from slotted channel framing where indicated. C. Fabricate supports for operable partitions from continuous steel beams of sizes indicated with attached bearing plates, anchors, and braces as indicated. Drill or punch bottom flanges of beams to receive partition track hanger rods; locate holes where indicated on operable partition Shop Drawings. D. Galvanize miscellaneous framing and supports where indicated. E. Prime miscellaneous framing and supports with zinc-rich primer where indicated. 2.7 SHELF ANGLES A. Fabricate shelf angles from steel angles of sizes indicated and for attachment to concrete framing. Provide horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6 inches from ends and 24 inches o.c, unless otherwise indicated. 1. Provide mitered and welded units at comers. 2. Provide open joints in shelf angles at expansion and control joints. Make open joint approximately 2 inches larger than expansion or control joint. B. For cavity walls, provide vertical channel brackets to support angles from backup masonry and concrete. August 12, 2013 055000 - 6 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 C. Galvanize and prime shelf angles located in exterior walls. D. Fumish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to cast-in-place concrete. 2.8 METAL LADDERS A. General: 1. Comply with ANSI A14.3, except for elevator pit ladders. 2. For elevator pit ladders, comply with ASME A17.1/CSA B44. B. Steel Ladders: 1. Space siderails 16 inches apart unless otherwise indicated. 2. Siderails: Continuous, 3/8-by-2-1/2-inch steel flat bars, with eased edges. 3. Rungs: 3/4-inch-diameter steel bars. 4. Fit rangs in centeriine of siderails; plug-weld and grind smooth on outer rail faces. 5. Provide nonslip surfaces on top of each rang, either by coating rang with aluminum-oxide granules set in epoxy-resin adhesive or by using a type of manufactured rang filled with aluminum-oxide grout. 6. Provide platforms as indicated fabricated from welded or pressure-locked steel bar grating, supported by steel angles. Limit openings in gratings to no more than 1/2 inch in least dimension. 7. Support each ladder at top and bottom and not more than 60 inches o.c. with welded or bolted steel brackets. 8. Galvanize exterior ladders, including brackets. 2.9 STRUCTURAL-STEEL DOOR FRAMES A. Fabricate stractural-steel door frames from steel shapes, plates, and bars of size and to dimensions indicated, fully welded together, with 5/8-by-1-1/2-inch steel channel stops, unless otherwise indicated. Plug-weld buUt-up members and continuously weld exposed joints. Secure removable stops to frame with countersunk machine screws, uniformly spaced at not more than 10 inches o.c. Reinforce frames and drill and tap as necessary to accept finish hardware. I. Provide with integrally welded steel strap anchors for securing door frames into adjoining concrete or masonry. B. Extend bottom of frames to floor elevation indicated with steel angle clips welded to frames for anchoring frame to floor with expansion shields and bolts. C. Galvanize exterior steel frames. August 12,2013 055000-7 METAL FABRICATIONS Steel Package 2.10 A. B. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 MISCELLANEOUS STEEL TRIM Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter comers and use concealed field splices where possible. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. 1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry constraction. Galvanize and prime miscellaneous steel trim. 2.11 A. B. METAL BOLLARDS Fabricate metal bollards from Schedule 40 steel pipe. 1. Cap bollards with 1/4-inch-thick steel plate. 2. Where bollards are indicated to receive controls for door operators, provide cutouts for controls and holes for wire. 3. Where bollards are indicated to receive light fixtures, provide cutouts for fixtures and holes for wire. Fabricate sleeves for bollard anchorage from steel pipe or tubing with 1/4-inch-thick steel plate welded to bottom of sleeve. Make sleeves not less than 8 inches deep and 3/4 inch larger than OD of bollard. Fabricate intemal sleeves for removable bollards from Schedule 40 steel pipe or I/4-inch wall-thickness steel tubing with an OD approximately 1/16 inch less than ID of bollards. Match drill sleeve and bollard for 3/4-inch steel machine bolt. D. Prime bollards with zinc-rich primer. 2.12 PIPE GUARDS A. Fabricate pipe guards from 3/8-inch-thick by 12-inch-wide steel plate, bent to fit flat against the wall or column at both ends and to fit around pipe with 2-inch clearance between pipe and pipe guard. Drill each end for two 3/4-inch anchor bolts. B. Galvanize pipe guards. August 12, 2013 055000 - 8 METAL FABRICATIONS Steel Package 2.13 A. B. C. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 ABRASIVE METAL NOSINGS, TREADS, Cast-Metal Units: Cast iron, with an integral-abrasive, as-cast finish consisting of aluminum oxide, silicon carbide, or a combination of both. Fabricate units in lengths necessary to accurately fit openings or conditions. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the foUowing: a. American Safety Tread Co., Inc. b. Balco, Inc. c. Barry Pattem & Foundry Co., Inc. d. Granite State Casting Co. e. Safe-T-Metal Company, Inc f Wooster Products Inc. 2. Nosings: Cross-hatched units, 4 inches wide with 1/4-inch lip, for casting into concrete. a. Pattem and contrast to comply with Califomia Building Code requirements. Provide anchors for embedding units in concrete, either integral or applied to units, as standard with manufacturer. Drill for mechanical anchors and countersink. Locate holes not more than 4 inches from ends and not more than 12 inches o.c, evenly spaced between ends, unless otherwise indicated. Provide closer spacing if recommended by manufacturer. 1. Provide two rows of holes for units more than 5 inches wide, with two holes aligned at ends and intermediate holes staggered. D. Apply bituminous paint to concealed surfaces of cast-metal units. 2.14 LOOSE BEARING AND LEVELING PLATES A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete constraction. Drill plates to receive anchor bolts and for grouting. B. Galvanize plates. 2.15 LOOSE STEEL LINTELS A. Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. Fabricate in single lengths for each opening unless otherwise indicated. Weld adjoining members together to form a single unit where indicated. August 12, 2013 055000 - 9 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Size loose lintels to provide bearing length at each side of openings equal to 1/12 of clear span, but not less than 8 inches unless otherwise indicated. C. Galvanize loose steel lintels located in exterior walls. 2.16 FINISHES, GENERAL A. Finish metal fabrications after assembly. B. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into sunounding surface. 2.17 STEEL AND IRON FINISHES A. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products. 1. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion. B. C. D. Preparation for Shop Priming Galvanized Items: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with metallic phosphate process. Shop prime iron and steel items not indicated to be galvanized unless they are to be embedded in concrete, sprayed-on fireproofing, or masonry, or unless otherwise indicated. 1. Shop prime with universal shop primer unless zinc-rich primer is indicated. Preparation for Shop Priming: Prepare surfaces to comply with SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 1. Exterior Items: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 2. Items Indicated to Receive Zinc-Rich Primer: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 3. Other Items: SSPC-SP 3, "Power Tool Cleaning." Shop Priming: Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. 1. Stripe paint comers, crevices, bolts, welds, and sharp edges. August 12, 2013 055000- 10 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, trae, and free of rack; and measured from established lines and levels. B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. C. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and conosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. D. Fastening to In-Place Constraction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place constraction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors. E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar constraction. F. Conosion Protection: Coat concealed surfaces of aluminum that come into contact with grout, concrete, masonry, wood, or dissimilar metals with the following: 1. Cast Aluminum: Heavy coat of bituminous paint. 2. Extraded Aluminum: Two coats of clear lacquer. 3.2 INSTALLING MISCELLANEOUS FRAMMG AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instractions and requirements indicated on Shop Drawings. B. Anchor supports for ceiling hung toilet partitions, operable partitions, overhead doors, and overhead grilles securely to, and rigidly brace from, building stracture. August 12, 2013 055000 - 11 METAL FABRICATIONS Steel Package 3.3 A. B. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 INSTALLING METAL BOLLARDS Fill metal-capped boUards soHdly with concrete and allow concrete to cure seven days before installing. Anchor bollards in concrete with pipe sleeves preset and anchored into concrete. Fill annular space around bollard solidly with nonshrink grout; mixed and placed to comply with grout manufacturer's written instractions. Slope grout up approximately 1/8 inch toward bollard. C. Fill bollards solidly with concrete, mounding top surface to shed water. 3.4 INSTALLING PIPE GUARDS A. Provide pipe guards at exposed vertical pipes in parking garage where not protected by curbs or other baniers. Install by bolting to wall or column with expansion anchors. Provide four 3/4-inch bolts at each pipe guard. Mount pipe guards with top edge 26 inches above driving surface. 3.5 INSTALLING NOSINGS, TREADS, AND THRESHOLDS A. Center nosings on tread widths unless otherwise indicated. B. For nosings embedded in concrete steps or curbs, aUgn nosings flush with riser faces and level with tread surfaces. C. Seal thresholds exposed to exterior with elastomeric sealant complying with Section 079200 "Joint Sealants" to provide a watertight installation. 3.6 INSTALLING BEARING AND LEVELING PLATES A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protrading, cut off flush with edge of bearing plate before packing with nonshrink grout. Pack grout soHdly between bearing surfaces and plates to ensure that no voids remain. 3.7 ADJUSTING AND CLEANING A. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Section 099113 "Exterior Painting." August 12, 2013 055000- 12 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780/A 780M. END OF SECTION 055000 August 12,2013 055000- 13 METAL FABRICATIONS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 055100 - METAL STAIRS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. Preassembled steel stairs with concrete-filled treads. 2. Industrial-type stairs with steel floor plate treads. 3. Steel tube railings attached to metal stairs. 4. Steel tube handrails attached to walls adjacent to metal stairs. 5. Railing gates at the level of exit discharge. B. Related Sections: 1. Section 033000 "Cast-in-Place Concrete" for concrete fill for stair treads and platforms. 2. Section 055000 "Metal Fabrications" for metal treads and nosings installed at locations other than in metal stairs. 3. Section 055213 "Pipe and Tube Railings" for pipe and tube railings. 4. Section 061000 "Rough Carpentry" for wood blocking for anchoring raUings. 5. Section 092216 "Non-Stractural Metal Framing" for metal backing for anchoring railings. 1.3 PERFORMANCE REQUIREMENTS A. Delegated Design: Design metal stairs, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. Stractural Performance of Stairs: Metal stairs shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated. 1. Unifonn Load: 100 Ibf/sq. ft. 2. Concentrated Load: 300 Ibf applied on an area of 4 sq. in. 3. Uniform and concentrated loads need not be assumed to act concunently. August 12, 2013 055100 - 1 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 4. Stair Framing: Capable of withstanding stresses resulting from railing loads in addition to loads specified above. 5. Limit deflection of treads, platforms, and framing members to L/240 or 1/4 inch, whichever is less. C. Stractural Performance of Railings: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated. 1. Handrails and Top Rails of Guards: a. Uniform load of 50 Ibf/ ft. appHed in any direction. b. Concentrated load of 200 Ibf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concunently. 2. InfiU of Guards: a. Concentrated load of 50 Ibf applied horizontally on an area of 1 sq. ft. b. Infill load and other loads need not be assumed to act concunently. D. Seismic Performance: Metal stairs shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 1. Component Importance Factor is 1.5. 1.4 ACTION SUBMITTALS A. Product Data: For metal stairs and the following: 1. Pref illed metal-pan stair treads. 2. Paint products. 3. Grout. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C. Delegated-Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified professional engineer. B. Welding certificates. C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop primers are compatible with topcoats. August 12, 2013 055100-2 METAL STAIRS « < ^ Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for railings. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of products. B. NAAMM Stair Standard: Comply with "Recommended Voluntary Minimum Standards for Fixed Metal Stairs" in NAAMM AMP 510, "Metal Stairs Manual," for class of stair designated, unless more stringent requirements are indicated. 1. Preassembled Stairs: Commercial class. C. Welding Qualifications: Qualify procedures and personnel according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." D. Welding Qualifications: Quahfy procedures and personnel according to the following: 1. AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." 2. AWS D1.3, "Stractural Welding Code - Sheet Steel." 1.7 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorages for metal stairs. Fumish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. C. Coordinate locations of hanger rods and strats with other work so that they will not encroach on required stair width and will be within the fire-resistance-rated stair enclosure. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For components exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. August 12, 2013 055100 - 3 METAL STAIRS Steel Package • Westfield Carlsbad Carlsbad, California Project No. 1739 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Steel Tubing: ASTM A 500 (cold formed) or ASTM A 513. C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. D. Abrasive-Surface Floor Plate: Steel plate with abrasive material metallically bonded to steel. 1. Products: Subject to compliance with requirements, provide one of the following: a. IKG Industries, a division of Harsco Corporation; Mebac. b. SlipNOT Metal Safety Flooring, a W. S. Molnar company; SlipNOT. E. Wire Rod for Grating Crossbars: ASTM A 510. F. Cast h-on: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M, unless otherwise indicated. G. Uncoated, Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, either commercial steel. Type B, or stractural steel, Grade 25, unless another grade is required by design loads; exposed. 2.3 FASTENERS A. General: Provide zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941, Class Fe/Zn 12 for exterior use, and Class Fe/Zn 5 where built into exterior walls. Select fasteners for type, grade, and class required. B. Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Anchor BoUs: ASTM F 1554, Grade 36, of dimensions indicated; with nuts, ASTM A 563; and, where indicated, flat washers. D. Machine Screws: ASMEB18.6.3. E. Lag Screws: ASMEB18.2.1. F. Plain Washers: Round, ASME B 18.22.1. G. Lock Washers: Helical, spring type, ASME B 18.21.1. H. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. August 12, 2013 055100-4 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 1 stainless-steel bohs, ASTM F 593, and nuts, ASTM F 594. 2.4 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. B. Shop Primers: Provide primers that comply with Section 099123 "Interior Painting." C. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. D. Concrete Materials and Properties: Comply with requirements in Section 033000 "Cast-in-Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28-day compressive strength of 3000 psi unless otherwise indicated. E. Nonslip-Aggregate Concrete Finish: Factory-packaged abrasive aggregate made from fused, aluminum-oxide grits or crashed emery; rastproof and nonglazing; unaffected by freezing, moisture, or cleaning materials. F. Welded Wire Fabric: ASTM A 185/A 185M, 6 by 6 inches, W1.4 by W1.4, unless otherwise indicated. 2.5 FABRICATION, GENERAL A. Provide complete stair assemblies, including metal framing, hangers, strats, railings, clips, brackets, bearing plates, and other components necessary to support and anchor stairs and platforms on supporting stracture. 1. Join components by welding unless otherwise indicated. 2. Use connections that maintain stractural value of joined pieces. B. Preassembled Stairs: Assemble stairs in shop to greatest extent possible. Disassemble units only as necessary for shipping and handHng limitations. Clearly mark units for reassembly and coordinated installation. C. Cut, drill, and punch metals cleanly and accurately. Remove buns and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. D. Form bent-metal comers to smallest radius possible without causing grain separation or otherwise impairing work. E. Form exposed work with accurate angles and surfaces and straight edges. F. Weld connections to comply with the following: August 12, 2013 055100 - 5 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Use materials and methods that minimize distortion and develop strength and conosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Weld exposed comers and seams continuously unless otherwise indicated. 5. At exposed connections, finish exposed welds to comply with NOMMA's "Voluntary Joint Finish Standards" for Type 1 welds: no evidence of a welded joint. G. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) screws or bolts unless otherwise indicated. Locate joints where least conspicuous. 2.6 STEEL-FRAMED STAIRS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Alfab,hic. 2. American Stair, Inc. 3. Sharon Companies Ltd. (The). B. Stair Framing: 1. Fabricate stringers of steel plates or channels. a. Provide closures for exposed ends of channel stringers. 2. Constract platforms of steel plate or channel headers and miscellaneous franiing members as needed to comply with performance requirements. 3. Weld stringers to headers; weld franiing members to stringers and headers. 4. Where stairs are enclosed by gypsum board shaft-wall assemblies, provide hanger rods or strats to support landings from floor constraction above or below. Locate hanger rods and strats where they will not encroach on required stair width and will be within the fire-resistance-rated stair enclosure. 5. Where masonry walls support metal stairs, provide temporary supporting strats designed for erecting steel stair components before installing masonry. C. Metal-Pan Stairs: Form risers, subtread pans, and subplatforms to configurations shown from steel sheet of thickness needed to comply with performance requirements but not less than 0. 067 inch. 1. Steel Sheet: Uncoated cold -rolled steel sheet. 2. Directly weld metal pans to stringers; locate welds on top of subtreads where they will be concealed by concrete fill. Do not weld risers to stringers. 3. Shape metal pans to include nosing integral with riser. 4. Attach abrasive nosings to risers. 5. At Contractor's option, provide stair assembHes with metal-pan subtreads filled with reinforced concrete during fabrication. August 12, 2013 055100-6 METAL STAIRS • • • Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 6. Provide subplatforms of configuration indicated or, if not indicated, the same as subtreads. Weld subplatforms to platform framing. a. Smooth Soffit Constraction: Constract subplatforms with flat metal under surfaces to produce smooth soffits. D. Metal Floor Plate Stairs: Treads shall be commercial quality checkered steel plate. Form treads and platforms to configurations shown from rolled-steel floor plate of thickness needed to comply with performance requirements, but not less than 1/4 inch. 1. Form treads with integral nosing and back edge stiffener. Form risers from steel sheet not less than 0.097 inch thick, welded to tread nosings and stiffeners and to platforms. 2. Weld steel supporting brackets to stringers and weld treads to brackets. 3. Fabricate platforms with integral nosings matching treads and weld to platform framing. 2.7 STAIR RAILINGS A. Steel Tube RaiUngs: Fabricate railings to comply with requirements indicated for design, dimensions, details, finish, and member sizes, including wall thickness of tube, post spacings, and anchorage, but not less than that needed to withstand indicated loads. 1. Rails and Posts: 1 -5/8-inch-diameter top and bottom rails and 1 - 1/2-inch-square posts. 2. Picket Infill: 1/2-inch-square pickets spaced less than 4 inches clear. 3. Intermediate Rails Infill: 1-5/8-inch-diameter intermediate rails spaced less than 12 inches clear. B. Welded Connections: Fabricate railings with welded connections. Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. 1. Finish welds to comply with NOMMA's "Voluntary Joint Finish Standards" for Type 1 welds: no evidence of a welded joint. C. Form changes in direction of raUings as follows: 1. By bending. D. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. E. Close exposed ends of railing members with prefabricated end fittings. F. Provide waU retums at ends of waU-mounted handrails unless otherwise indicated. Close ends of retums unless clearance between end of rail and wall is 1/4 inch or less. August 12, 2013 055100 - 7 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 G. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnecting components and for attaching to other work. Fumish inserts and other anchorage devices for connecting to concrete or masonry work. 1. Connect posts to stair franiing by direct welding unless otherwise indicated. 2. For nongalvanized raUings, provide nongalvanized fenous-metal fittings, brackets, fasteners, and sleeves, except galvanize anchors embedded in exterior masonry and concrete constraction. H. Fillers: Provide fillers made from steel plate, or other suitably crash-resistant material, where needed to transfer wall bracket loads through wall finishes to stractural supports. Size fillers to suit wall finish thicknesses and to produce adequate bearing area to prevent bracket rotation and overstressing of substrate. 2.8 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for reconimendations for applying and designating finishes. B. Finish metal stairs after assembly. C. Preparation for Shop Priming: Prepare uncoated fenous-metal surfaces to comply with SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 1. hiterior Stairs: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." D. Apply shop primer to uncoated surfaces of metal stair components, except those with galvanized finishes and those to be embedded in concrete or masonry unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. 1. Stripe paint comers, crevices, bolts, welds, and sharp edges. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Fastening to In-Place Constraction: Provide anchorage devices and fasteners where necessary for securing metal stairs to in-place constraction. Include threaded fasteners for concrete and masonry inserts, through-bolts, lag bolts, and other connectors. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal stairs. Set units accurately in location, alignment, and elevation, measured from established lines and levels and free of rack. August 12, 2013 055100-8 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. Install metal stairs by welding stair framing to steel stracture or to weld plates cast into concrete unless otherwise indicated. D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar constraction. E. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. F. Field Welding: Comply with requirements for welding in "Fabrication, General" Article. G. Place and finish concrete fill for treads and platforms to comply with Section 033000 "Cast-in-Place Concrete." 3.2 INSTALLING RAILINGS A. Adjust railing systems before anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated or, if not indicated, as required by design loads. Plumb posts in each direction. Secure posts and rail ends to building constraction as follows: 1. Anchor posts to steel by welding directiy to steel supporting members. 2. Anchor handrail ends to concrete and masonry with steel round flanges welded to rail ends and anchored with postinstalled anchors and bolts. B. Attach handrails to wall with wall brackets. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. Provide bracket with 1-1/2-inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support stractural loads. Secure wall brackets to building constraction as follows: 1. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts. 2. For hollow masonry anchorage, use toggle bolts. 3. For steel-framed partitions, use hanger or lag bolts set into fire-retardant-treated wood backing between studs. Coordinate with stud installation to locate backing members. 4. For steel-framed partitions, use self-tapping screws fastened to steel framing or to concealed steel reinforcements. 5. For steel-framed partitions, use toggle bolts installed through flanges of steel framing or through concealed steel reinforcements. 3.3 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. August 12, 2013 055100 - 9 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 1. Apply by brash or spray to provide a niinimum 2.0-mil dry film thickness. B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Section 099123 "Interior Painting." END OF SECTION 055100 August 12,2013 055100- 10 METAL STAIRS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 SECTION 055213 - PIPE AND TUBE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Refer to Westfield contract and bidding instractions for additional information which will supercede Specification instractions. 1.2 SUMMARY A. Section Includes: 1. Steel pipe and tube railings. 2. Aluminum pipe and tube railings. B. Related Sections: 1. Section 055100 "Metal Stairs" for steel tube railings associated with metal stairs. 2. Section 061000 "Rough Carpentry" for wood blocking for anchoring railings. 3. Section 092216 "Non-Stractural Metal Framing" for metal backing for anchoring raUings. 1.3 PERFORMANCE REQUIREMENTS A. Delegated Design: Design railings, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. General: In engineering railings to withstand stractural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Steel: 72 percent of minimum yield strength. 2. Aluminum: The lesser of minimum yield strength divided by 1.65 or minimum ultimate tensile strength divided by 1.95. C. Stractural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails and Top Rails of Guards: a. Uniform load of 50 Ibf/ ft. applied in any direction. August 12, 2013 055213 - 1 PIPE AND TUBE RAILINGS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 b. Concentrated load of 200 Ibf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concunently. 2. hifiU of Guards: a. Concentrated load of 50 Ibf applied horizontally on an area of 1 sq. ft. b. Infill load and other loads need not be assumed to act concunently. D. Control of Conosion: Prevent galvanic action and other forms of conosion by insulating metals and other materials from direct contact with incompatible materials. 1.4 ACTION SUBMITTALS A. Product Data: For the following: 1. Manufacturer's product lines of mechanically connected railings. 2. Railing brackets. 3. Grout, anchoring cement, and paint products. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C. Samples for Verification: For each type of exposed finish required. 1. Sections of each distinctly different linear railing member, including handrails, top rails, posts, and balusters. 2. Fittings and brackets. 1.5 INFORMATIONAL SUBMITTALS Qualification Data: For qualified professional engineer. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products fumished comply with requirements. A. B. C. D. Welding certificates. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop primers are compatible with topcoats. 1.6 QUALITY ASSURANCE A. Source Limitations: Obtain each type of railing from single source from single manufacturer. B. Welding QuaUfications: Qualify procedures and personnel according to AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." August 12,2013 055213-2 PIPE AND TUBE RAILINGS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS Dl.l/Dl.lM, "Stractural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Stractural Welding Code - Aluminum." 1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of waUs and other constraction contiguous with metal fabrications by field measurements before fabrication. 1.8 COORDINATION AND SCHEDULING A. Coordinate selection of shop primers with topcoats to be appUed over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorages for railings. Fumish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. C. Schedule installation so wall attachments are made only to completed walls. Do not support railings temporarily by any means that do not satisfy stractural performance requirements. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the foUowing: 1. Steel Pipe and Tube Railings: a. Pisor Industries, Inc. b. Wagner, R&B, Inc.; a division of the Wagner Companies. 2. Aluminum Pipe and Tube Railings: a. ATR Technologies, Inc. b. Blum, Julius & Co., Inc. c. Braun, J. G., Company; a division of the Wagner Companies. d. CraneVeyor Corp. e. Hollaender Manufacturing Company, f Kee Industrial Products, Inc. g. Moultrie Manufacturing Company. August 12, 2013 055213 - 3 PIPE AND TUBE RAILINGS Steel Package • Westfield Carlsbad Carlsbad, California ProjectNo. 1739 h. Pisor Industries, Inc. i. Sterling Dula Architectural Products, Inc.; Div. of Kane Manufacturing, j. Superior Aluminum Products, Inc. k. Thompson Fabricating, LLC. 1. Tri Tech, Inc. m. Tubular Specialties Manufacturing, Inc. n. Tuttle Railing Systems; Div. of Tuttle Aluminum & Bronze, Inc. o. Wagner, R&B, Inc.; a division of the Wagner Companies. 2.2 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated. 2.3 STEEL AND IRON A. Tubing: ASTM A 500 (cold formed) or ASTM A 513. B. Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by stractural loads. 1. Provide galvanized finish for exterior installations and where indicated. C. Plates, Shapes, and Bars: ASTM A 36/A 36M. D. Cast fron: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M, unless otherwise indicated. 2.4 ALUMINUM A. Aluminum, General: Provide alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of alloy and temper designated below for each aluminum form required. B. Extraded Bars and Tubing: ASTM B 221, Alloy 6063-T5/T52. C. Extraded Stractural Pipe and Round Tubing: ASTM B 429/B 429M, AUoy 6063-T6. 1. Provide Standard Weight (Schedule 40) pipe, unless otherwise indicated. D. Drawn Seamless Tubing: ASTM B 210, Alloy 6063-T832. E. Plate and Sheet: ASTM B 209, Alloy 6061-T6. August 12, 2013 055213 -4 PIPE AND TUBE RAILINGS Steel Package F. Die and Hand Forgings: ASTM B 247, Alloy 6061-T6. G. Castings: ASTM B 26/B 26M, Alloy A356.0-T6. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 2.5 FASTENERS General: Provide the following: 1. 2. 3. Ungalvanized-Steel Railings: Plated steel fasteners complying with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5 for zinc coating. Hot-Dip Galvanized Railings: Type 304 stainless-steel or hot-dip zinc-coated steel fasteners complying with ASTM A 153/A 153M or ASTM F 2329 for zinc coating. Aluminum Railings: Type 304 stainless-steel fasteners. B. Fasteners for Anchoring Railings to Other Constraction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of constraction indicated and capable of withstanding design loads. C. Fasteners for Interconnecting Railing Components: 1. 2. Provide concealed fasteners for interconnecting railing components and for attaching them to other work, unless exposed fasteners are unavoidable or are the standard fastening method for railings indicated. Provide Phillips flat-head machine screws for exposed fasteners unless otherwise indicated. D. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without faUure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. 1. Material for Interior Locations: Carbon-steel components zinc-plated to comply with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5, unless otherwise indicated. 2. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 1 stainless-steel bolts, ASTM F 593, and nuts, ASTM F 594. 2.6 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. 1. For aluminum railings, provide type and alloy as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. B. Shop Primers: Provide primers that comply with Section 099123 "Interior Painting." August 12, 2013 055213 -5 PIPE AND TUBE RAILINGS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 C. Intermediate Coats and Topcoats: Provide products that comply with Section 099123 "Interior Painting." D. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. E. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, nonconosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.7 FABRICATION A. General: Fabricate raUings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support stractural loads. B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain stractural value of joined pieces. C. Cut, drill, and punch metals cleanly and accurately. Remove buns and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. D. Form work trae to line and level with accurate angles and surfaces. E. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. G. Connections: Fabricate railings with either welded or nonwelded connections unless otherwise indicated. H. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. 1. Use materials and methods that minimize distortion and develop strength and conosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove flux immediately. 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. I. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. 1. Fabricate splice joints for field connection using an epoxy stractural adhesive if this is August 12,2013 055213 -6 PIPE AND TUBE RAILINGS Steel Package Westfield Carlsbad Carlsbad, California Project No. 1739 manufacturer's standard splicing method. J. Form changes in direction as follows: I. By bending. K. Bend members in jigs to produce uniform curvature for each configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. L. Close exposed ends of railing members with prefabricated end fittings. M. Provide wall retums at ends of wall-mounted handrails unless otherwise indicated. Close ends of retums unless clearance between end of rail and wall is 1/4 inch or less. N. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work unless otherwise indicated. 1. At brackets and fittings fastened to plaster or gypsum board partitions, provide crash-resistant fillers, or other means to transfer loads through wall finishes to stractural supports and prevent bracket or fitting rotation and crashing of substrate. O. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage devices with supporting stracture. P. For railing posts set in concrete, provide steel sleeves not less than 6 inches long with inside dimensions not less than 1/2 inch greater than outside dimensions of post, with metal plate forming bottom closure. 2.8 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Provide exposed fasteners with finish matching appearance, including color and texture, of railings. August 12, 2013 055213 - 7 PIPE AND TUBE RAILINGS Steel Package f Westfield Carlsbad Carlsbad, Califorma ProjectNo. 1739 2.9 STEEL AND IRON FINISHES A. For nongalvanized steel railings, provide nongalvanized fenous-metal fittings, brackets, fasteners, and sleeves, except galvanize anchors to be embedded in exterior concrete or masonry. B. Preparation for Shop Priming: Prepare uncoated fenous-metal surfaces to comply with SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." C. Primer Application: Apply shop primer to prepared surfaces of railings unless otherwise indicated. Comply with requirements in SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. Primer need not be applied to surfaces to be embedded in concrete or masonry. 1. Shop prime uncoated railings with primers specified in Section 099123 "Interior Painting". 2.10 ALUMINUM FINISHES A. Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class I, 0.018 mm or thicker. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine plaster and gypsum board assemblies, where reinforced to receive anchors, to verify that locations of concealed reinforcements have been clearly marked for Installer. Locate reinforcements and mark locations if not already done. 3.2 A. B. C. INSTALLATION, GENERAL Fit exposed connections together to form tight, hairline joints. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. 1. 2. 3. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. Set posts plumb within a tolerance of 1/16 inch in 3 feet. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. Conosion Protection: Coat concealed surfaces of aluminum that wiU be in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. August 12, 2013 055213 -8 PIPE AND TUBE RAILINGS Steel Package Westfield Carlsbad Carlsbad, California ProjectNo. 1739 D. Adjust railings before anchoring to ensure matching alignment at abutting joints. E. Fastening to In-Place Constraction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place constraction. 3.3 RAILING CONNECTIONS A. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field. 3.4 ANCHORING POSTS A. Use metal sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with nonshrink, nonmetallic grout, mixed and placed to comply with anchoring material manufacturer's written instractions. B. Leave anchorage joint exposed with 1/8-inch buildup, sloped away from post. C. Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions, connected to posts and to metal supporting members as follows: 1. For aluminum pipe railings, attach posts using fittings designed and engineered for this purpose. 2. For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces. 3.5 ATTACHING RAILINGS A. Anchor railing ends at walls with round flanges anchored to wall constraction and welded to railing ends or connected to railing ends using nonwelded connections. B. Anchor railing ends to metal surfaces with flanges bolted to metal surfaces and welded to railing ends or connected to railing ends using nonwelded connections. C. Attach railings to wall with wall brackets, except where end flanges are used. Provide brackets with 1-1/2-inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support stractural loads. 1. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. 2. Locate brackets as indicated or, if not indicated, at spacing required to support stractural loads. D. Secure wall brackets and railing end flanges to building constraction as follows: 1. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts. August 12, 2013 055213 - 9 PIPE AND TUBE RAILINGS Steel Package 2. 3. 4. 5. Westfield Carlsbad Carlsbad, California ProjectNo. 1739 For hollow masonry anchorage, use toggle bolts. For steel-framed partitions, use hanger or lag bolts set into fire-retardant-treated wood backing between studs. Coordinate with stud installation to locate backing members. For steel-framed partitions, use self-tapping screws fastened to steel framing or to concealed steel reinforcements. For steel-framed partitions, use toggle bolts installed through flanges of steel framing or through concealed steel reinforcements. 3.6 ADJUSTING AND CLEANING A. Clean aluminum by washing thoroughly with clean water and soap and rinsing with clean water. B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Section 099123 "Interior Painting." 3.7 PROTECTION A. Protect finishes of railings from damage during constraction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. END OF SECTION 055213 August 12, 2013 055213- 10 PIPE AND TUBE RAILINGS