1) Unified School District No. 489 reserves the right to reject any or all bids and to waive any informalities in the bid procedure.

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1 Prospective bidders: The Board of Education, Unified School District No. 489, will receive bids for the fabrication and construction of two pre-manufactured metal building in the designated area at the Hays high School located at 2300 E. 13 th Street in Hays, KS One building is to have dimensions of 30-0 x 50-0 with a 12-0 sidewall height. The second building is to have dimensions of 14-0 x 20-0 with a 10-0 sidewall height. All bids must be received in the office of the Accounting Coordinator by 2:00 p.m., September 13, Bids will be opened at the above stated time and bidders are invited to be present. All bids are subject to the following conditions: 1) Unified School District No. 489 reserves the right to reject any or all bids and to waive any informalities in the bid procedure. 2) No bid received may be withdrawn for a period of 30 days after the date of the bid opening. 3) Bids are to be sealed and marked, HAYS HIGH SCHOOL METAL BUILDINGS. Bids received after the hour and date above will be returned unopened. The bids are to be mailed or delivered to the above address. Bids faxed to USD 489 are not acceptable because of the sealed bid requirement. 4) Bids will be presented to the Board of Education on September 24, The Board of Education is estimated to take action for approval of bids on October 8, The successful vendor will be notified within a few days after approval. 5) The schedule of completion shall be January 4, 2019 (weather permitting). Project work may begin on October 9, Any request for deviations from this schedule shall be in writing and approved by USD ) Bid shall be awarded to the lowest responsible bidder meeting the required specifications. 7) Bid must be equal to specifications or better. Any deviations from the specifications shall be identified in the bid. 8) USD 489 is exempt from all applicable federal and state taxes. A tax-exempt certificate will be provided to the successful bidder. 9) There will be no formal walkthrough. 10) Insurance requirements: Automobile Liability Insurance covering all owned, non-owned, and hired vehicles with a minimum combined single limit for Bodily Injury and Property Damage of $500,000 per occurrence. Comprehensive General Liability with minimum limits no less than listed below: General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate Limit $1,000,000 Personal and/or Advertising Injury Limit $500,000 Each Occurrence Limit $500,000 Fire Damage Limit (any one fire) $50,000 Medical Expense Limit (any one person) $5,000 Hays High School Metal Buildings Bid Invitation Page 1

2 Workers Compensation and Employers Liability Insurance with minimum limits no less than listed below: Bodily Injury by Accident $100,000 Each Accident Bodily Injury by Disease $100,000 Each Employee Bodily Injury by Disease $500,000 Policy Limit The contractor shall maintain at its own cost and expense such insurance as will protect it from all claims for damages to persons and to property which may arise from any operations under this contract or any subcontracts related to this contract. Prior to commencing work, the contractor shall supply USD 489 with a certificate of insurance with limits no less than those listed above. 11) Bid Security, consisting of a bid bond, certified check, or cashier's check on a solvent bank, shall be enclosed with each bid in the amount of five (5) percent of the Base Bid. Bid Security shall be made payable, without conditions, to Hays USD 489, as a guarantee that the Bidder, if awarded the contract, will promptly execute the formal contract in accordance with the Bid and Contract Documents, and that he will furnish the special bonds for the faithful performance thereof. Bid Securities will be retained until the contract is awarded or other disposition is made thereof. Bid Security may be forfeited as liquidated damages for all costs, delay, and other expenses created if the successful bidder fails to execute the contract and furnish the Certificate of Insurance and Bonds as required in by the Contract Documents. 12) Within seven (7) days of the notification of intent to issue a contract, the selected Bidder shall furnish the following: A Performance Bond in the amount of 100 percent of the contract price. A Statutory (Material and Labor Payment) Bond in the amount of 100 percent of the contract price. K.S.A Evidence satisfactory to Owner that Contractor's insurance coverages have been secured. Furnish bonds on forms and with sureties approved by the Owner, and authorized to transact business in Kansas. Furnish Owner with one copy each of the Performance Bond and Insurance Certificate. Contractor shall file Statutory Bond and pay fee to Ellis County Clerk of District Court. Furnish Owner with one copy of Statutory Bond indicating that the bond has been duly filed with clerk of the district court. 13) The State of Kansas Contractual Provisions Attachment Form DA-146a (enclosed) contains mandatory contract provisions and must be attached to or incorporated in all copies of any contractual agreement. If it is attached to the vendor/contractor s standard contract form, then that form must be altered to contain the following provision: The Provisions found in Contractual Provisions Attachment (Form DA-146a, Rev. 1-01), which is attached hereto, are hereby incorporated in this contract and made a part thereof. 14) USD 489, Ellis County, Kansas does not discriminate on the basis of race, color, national origin, sex, age, disability, or handicap in admission or access to or treatment or employment in its programs and activities. If you have questions regarding the above, please contact the Title IX Coordinator or the Section 504 Coordinator in the office of the Superintendent of Schools, 323 W. 12 th Street, Hays, Kansas 67601, and (785) Hays High School Metal Buildings Bid Invitation Page 2

3 Submission of Proposals: Communication with the district: It is the responsibility of the supplier to inquire about any requirement of this RFP that is not understood. Responses to inquiries, if they change or clarify the RFP in a substantial manner, will be forwarded by addenda to all parties that have received a copy of the RFP. The district will not be bound by oral responses to inquiries or written responses other than addenda. Inquiries should be made to Rusty Lindsay, Director of Buildings and Grounds, at (785) Proposal submission: For the proposal to be considered, the enclosed proposal sheet and accompanying documentation must be received prior to 2:00 p.m., September 13, 2018, to: Renae Booth, Accounting Coordinator Unified School District W. 12th St. Hays, Kansas Any proposals received after the above date and time will be returned unopened. The successful vendor shall be notified within a few days after approval. Hays High School Metal Buildings Bid Invitation Page 3

4 Project Manual Hays High School Metal Buildings USD E. 13 th St. Hays, Kansas August 30, 2018 ICE Project Number:

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6 Hays High School Metal Buildings PROJECT MANUAL TABLE OF CONTENTS Bid Form Summary of Work Substitution Procedures Contract Modification Procedures Payment Procedures Submittal Procedures Execution Construction Waste Management Closeout Procedures Project Record Documents Metal Building Systems Site Plan... 1

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8 BID FORM SINGLE CONTRACT PROJECT Hays High School Metal Buildings Project: Hays High School OWNER Hays USD W 12th Street Hays, KS In compliance with the Advertisement to Bid and Instructions to Bidders, the undersigned proposes to furnish labor, materials, and equipment necessary to construct two (2) pre-manufactured metal building in the designated area in the Hays School District, USD 489 in accordance with the contract documents for the General Contract for the prices stated below (in both written and numeric formats). One building is to have dimensions of 30-0 x 50-0 with 12-0 sidewall height. The second building is to have dimensions of 14-0 x 20-0 with 10-0 sidewall height. BASE BID $ dollars and 00/100 cents Out of State, Preferential Bidding Statues: Yes No % ADDENDA Receipt is acknowledgment of Addendum No s. (write in Addendum Nos. received) DATE OF COMPLETION: CONTRACT If notified of the acceptance of this proposal within thirty (30) calendar days, the undersigned agrees to execute a contract for the work on the form Standard Form of Agreement Between Owner and Contractor, A.I.A. Document A-101, current edition, within seven (7) calendar days after receipt of notification. PROPOSAL SECURITY The undersigned agrees that the Proposal of Security shall become the property of the Owner in the event the contractor fails to execute the Contract and the Bonds within the time set forth above, as liquidated damages for the delay and additional expense to the Owner caused thereby. Hays High School Metal Buildings Bid Form Page 1

9 DECLARATION The undersigned hereby declares that he has examined the Contract Documents, has visited the Site, and submits this Proposal in compliance therewith. The undersigned understands that his competence and responsibility and that of his subcontracts, time of completion, as well as any other factors of interest to the Owner may be a consideration in making the award. The Owner reserves the right to reject any or all proposals, to accept or reject alternate proposals and unit prices, and to waive technicalities concerning the proposals received as it may be in his best interest to do so. Signed: Please Print Name: Company Name: Address: Phone Number: Date: Please return this sheet with the documentation as requested in the proposal. Hays High School Metal Buildings Bid Form Page 2

10 SECTION 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. 1.2 SUMMARY A. Section includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Coordination with occupants. 5. Work restrictions. 6. Specification and drawing conventions. 1.3 PROJECT INFORMATION A. Project Identification: Hays High School Metal Building. 1. Project Location: Hays High School, 2300 E. 13 th St. Hays, KS B. Owner: Unified School District 489, 1. Owner's Representative: Rusty Lindsay, Building and Grounds Director. C. Engineer: Integrated Consulting Engineers, Inc., 349 South Hydraulic, Wichita, KS WORK COVERED BY CONTRACT DOCUMENTS A. The Work of the Project is defined by the Contract Documents and consists of the following: 1. Complete turn-key installation of a 30-0 x 50-0 metal building with 12-0 high sidewalls. 2. Complete turn-key installation of a 14-0 x 20-0 metal building with 10-0 high sidewalls. 3. Projects shall include, but are not limited to: a. Procurement of applicable building permits b. Identification of existing utilities at location of new buildings c. Soil testing at each location to determine soil bearing capacity d. All excavation required for the building concrete slabs e. Design and installation of reinforce concrete slabs in accordance with these specifications and as required by the metal building manufacturer SUMMARY

11 B. Type of Contract f. Erection of the metal buildings g. Backfill of soil after building construction h. Seeding of bare soil disrupted during construction. 1. Project will be constructed under a single prime contract. 1.5 ACCESS TO SITE A. General: Contractor shall have full use of Project site for construction operations during construction 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. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. C. Use of Site: Limit use of Project site to work areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 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 construction operations. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 1.6 COORDINATION WITH OCCUPANTS A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction. 2. Notify the Owner not less than 24 hours in advance of activities that will affect Owner's operations. 1.7 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7> a.m. to 7 p.m., Monday through Friday, except as otherwise indicated. SUMMARY

12 C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. 1.8 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: 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 the Drawings are described in detail in the Specifications. One or more of the following are used on the 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 SUMMARY

13 SECTION 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. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. 1.3 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract 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 SUBMITTALS A. Substitution Requests: Submit 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. Substitution Request Form: Use facsimile of form provided in the Project Manual. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. 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, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. SUBSTITUTION PROCEDURES

14 f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of Engineers and owners. h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES. j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction 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. k. Cost information, including a proposal of change, if any, in the Contract Sum. l. 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. m. 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. 3. Engineer s Action: If necessary, Engineer will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Engineer will notify Contractor of acceptance or rejection of proposed substitution within 7 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Engineer's Supplemental Instructions for minor changes in the Work. b. Use product specified if Engineer does not issue a decision on use of a proposed substitution within time allocated. 1.5 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers. 1.6 PROCEDURES A. Coordination: Modify or adjust affected work as necessary to integrate work of the approved substitutions. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Substitutions: Submit requests for substitution immediately upon discovery of need for change, but not later than 7 days prior to time required for preparation and review of related submittals. SUBSTITUTION PROCEDURES

15 1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Engineer will return 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 construction 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. PART 3 - EXECUTION (Not Used) END OF SECTION SUBSTITUTION PROCEDURES

16 SECTION 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. 1.2 SUMMARY A. Section includes administrative and procedural requirements for handling and processing Contract modifications. 1.3 MINOR CHANGES IN THE WORK A. Engineer will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on form included in the Project Manual. 1.4 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Engineer 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. Proposal Requests issued by Engineer are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 5 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. 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 construction 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. e. Quotation Form: Use forms provided by Owner. Sample copies are included in the Project Manual 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 Owner /or Engineer. CONTRACT MODIFICATION PROCEDURES

17 1. 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. 2. 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. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's construction 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. 6. Comply with requirements in Division 01 Section "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified. 7. Proposal Request Form: Use form provided by Owner. Sample copy is included in Project Manual. 1.5 ADMINISTRATIVE CHANGE ORDERS A. Unit Price Adjustment: Refer to Division 01 Section "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit price work. 1.6 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Engineer will issue a Change Order for signatures of Owner and Contractor on form included in Project Manual. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION CONTRACT MODIFICATION PROCEDURES

18 SECTION 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. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.3 DEFINITIONS A. Schedule of Values: A statement furnished 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 construction schedule. 1. Correlate 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 construction schedule. 2. Submit the schedule of values to Engineer 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 the 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 Engineer. c. Engineer's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the schedule of values in tabular form with separate columns to indicate the following for each item listed: PAYMENT PROCEDURES

19 a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value of the following, as a percentage of the Contract Sum to nearest onehundredth percent, adjusted to total 100 percent. 1) Labor. 2) Materials. 3) Equipment. 3. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 4. Provide a separate line item in the schedule of values for each part of the Work where 5. 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. 6. 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. 7. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Engineer 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. Application for Payment Forms: Use forms provided by Owner for Applications for Payment. Sample copies are included in the Project Manual. C. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Engineer will return incomplete applications without action. 1. Entries shall match data on the schedule of values and Contractor's construction 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 Construction Change Directives issued before last day of construction period covered by application. 4. Indicate separate amounts for work being carried out under Owner-requested project acceleration. PAYMENT PROCEDURES

20 D. 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. Materials previously stored and included in previous Applications for Payment. b. Work completed for this Application utilizing previously stored materials. c. Additional materials stored with this Application. d. Total materials remaining stored, including materials with this Application. E. Transmittal: Submit One signed and notarized original copies of each Application for Payment to Engineer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit conditional final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. G. 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 construction schedule (preliminary if not final). 4. Products list (preliminary if not final). 5. Schedule of unit prices. 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 preconstruction conference. 13. Certificates of insurance and insurance policies. 14. Performance and payment bonds. 15. Data needed to acquire Owner's insurance. PAYMENT PROCEDURES

21 H. Application for Payment at Substantial Completion: After issuing 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 Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Final Payment Application: 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. "Contractor's Affidavit of Payment of Debts and Claims." 5. "Contractor's Affidavit of Release of Liens." 6. Evidence that claims have been settled. 7. Final meter readings for utilities, 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 corresponding elements of the Work. 8. Final liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PAYMENT PROCEDURES

22 SECTION 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. 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. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Engineer'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 Engineer's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as informational submittals. C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or modifications to submittals noted by the Engineer and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. SUBMITTAL PROCEDURES

23 3. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal category: Action, informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Engineer's final release or approval. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Engineer's Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Engineer for Contractor's use in preparing submittals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently 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. C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer'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 7 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 7 days for review of each resubmittal. D. Identification and Information: Place a permanent label or title block on each paper copy submittal item for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. 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 Engineer. 3. Include the following information for processing and recording action taken: a. Project name. b. Date. c. Name of Engineer. d. Name of Contractor. e. Name of subcontractor. f. Name of supplier. g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. i. Number and title of appropriate Specification Section. SUBMITTAL PROCEDURES

24 j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. l. Other necessary identification. E. Identification and Information: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Engineer. 4. Include the following information on an inserted cover sheet: a. Project name. b. Date. c. Name and address of Engineer. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Name of subcontractor. g. Name of supplier. h. Name of manufacturer. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. l. Related physical samples submitted directly. m. Other necessary identification. F. Options: Identify options requiring selection by the Engineer. G. Deviations: Identify deviations from the Contract Documents on submittals. H. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. I. 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 until they are marked with approval notation from Engineer's action stamp. J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. K. Use for Construction: Use only final submittals that are marked with approval notation from Engineer's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES SUBMITTAL PROCEDURES

25 A. 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 as PDF electronic files. a. Owner / Engineer will return 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. 3. Test and Inspection Reports Submittals: Comply with requirements specified in Division 01 Section "Quality Requirements." B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data. 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 construction, if not indicated on accompanying Shop Drawings. 5. 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. 1. Preparation: Fully illustrate 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. SUBMITTAL PROCEDURES

26 f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Submit Shop Drawings in the following format: a. PDF electronic file. D. 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. 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. E. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation." F. Application for Payment: Comply with requirements specified in Division 01 Section "Payment Procedures." G. Schedule of Values: Comply with requirements specified in Division 01 Section "Payment Procedures." H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish 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. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. 4. Submit subcontract list in the following format: a. PDF electronic file. I. 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 Engineers and owners, and other information specified. J. Installer Certificates: Submit 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. K. 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. L. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. SUBMITTAL PROCEDURES

27 M. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. N. 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. O. Product Test Reports: Submit written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. P. 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. Limitations of use. Q. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section "Quality Requirements." R. Preconstruction 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. S. 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. T. Field Test Reports: Submit 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. U. Maintenance Data: Comply with requirements specified in Division 01 Section "Operation and Maintenance Data." 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 corrections and field dimensions. Mark with approval stamp before submitting to Engineer. B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 01 Section "Closeout Procedures." SUBMITTAL PROCEDURES

28 C. Approval Stamp: Stamp each submittal with a uniform, 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 ENGINEER'S ACTION A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Informational Submittals: Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Engineer 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 Engineer. D. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION SUBMITTAL PROCEDURES

29 SECTION 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. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Progress cleaning. 6. Starting and adjusting. 7. Protection of installed construction. 8. Correction of the Work. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.4 WARRANTY A. Existing Warranties: 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 warranties. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. 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. EXECUTION

30 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to the Engineer for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, 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. Furnish 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. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. c. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. 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 construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. EXECUTION

31 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 the Contractor, submit a request for information to Engineer according to requirements in Division 01 Section "Project Management and Coordination." E. Surface and Substrate Preparation: Comply with manufacturer's recommendations for preparation of substrates to receive subsequent work. 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 Engineer promptly. 3.4 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct 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. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.5 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. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Temporary Support: Provide temporary support of work to be cut. C. Protection: Protect in-place construction 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. EXECUTION

32 D. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching in accordance with requirements of Division 01 Section "Summary." 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 interruption to occupied areas. F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. 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 other paving: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 31 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. G. Patching: Patch construction 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 construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.6 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 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. EXECUTION

33 a. Utilize 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. D. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Division 01Section "Construction Waste Management and Disposal."] 3.7 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 instructions for temperature and relative humidity. 3.8 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. END OF SECTION EXECUTION

34 SECTION 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. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Disposing of nonhazardous demolition and construction waste. 1.3 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction 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 construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. 1.4 WASTE MANAGEMENT PLAN A. General: Develop a waste management plan according to ASTM E 1609 and requirements of this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

35 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. END OF SECTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

36 SECTION 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. 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. Warranties. 4. Final cleaning. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete with request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 4. Prepare and submit Project Record Documents, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys, property surveys, and similar final record information. 5. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Engineer or Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer 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 Engineer, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for final completion. 1.4 FINAL COMPLETION CLOSEOUT PROCEDURES

37 A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete the following: 1. Submit a final Application for Payment according to Division 01 Section "Payment Procedures." 2. Submit certified copy of Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 1.5 WARRANTIES A. Submittal Time: Submit written warranties on request of Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties 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-11-inch paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. 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. Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide table of contents at beginning of document. C. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Construction Waste Disposal: Comply with waste disposal requirements in Division 01 Section "Construction Waste Management and Disposal." CLOSEOUT PROCEDURES

38 END OF SECTION CLOSEOUT PROCEDURES

39 SECTION 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. 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. 1.3 CLOSEOUT SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit one set(s) of marked-up record prints. B. Record Product Data: Submit annotated PDF electronic files and directories of each submittal. C. Miscellaneous Record Submittals: Refer to other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit 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. 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 Installer, subcontractor, or similar entity, to provide information for preparation of corresponding 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. PROJECT RECORD DOCUMENTS

40 e. Cross-reference record prints to corresponding archive photographic documentation. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Locations and depths of underground utilities. c. Revisions to routing of piping and conduits. d. Changes made by Change Order or Construction Change Directive. e. Changes made following Engineer's written orders. f. Details not on the original Contract Drawings. g. Field records for variable and concealed conditions. h. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Utilize 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 schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Format: Annotated PDF electronic file with Comment function enabled. 3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file. 4. Identification: As follows: a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Engineer. e. Name of Contractor. 2.2 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 instructions for installation. 3. Note related Change Orders and record Drawings where applicable. B. Format: Submit record Product Data as annotated PDF electronic file. PROJECT RECORD DOCUMENTS

41 1. Include record Product Data directory organized by specification section number and title, electronically linked to each item of record Product Data. 2.3 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. 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 A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and modifications to project record documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction 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 Engineer's reference during normal working hours. END OF SECTION PROJECT RECORD DOCUMENTS

42 SECTION METAL BUILDING SYSTEMS 1.1 SECTION INCLUDES A. Design, fabricate and erect the metal building systems, including 1. Structural steel main building frames 2. Secondary framing including purlins and girts 3. Roof and wall panels and trims 4. Gutter and downspouts 5. Overhangs 6. Walk doors and windows 7. Roof ventilators 8. Translucent panels 9. Insulation 1.2 REFERENCES A. AISI-Sl 00 - North American Specification for the Design of Cold-Formed Steel Structural Members Edition B. ANSI/AISC Specification for Structural Steel Buildings, ASD 2005, 13th Edition, and Steel Design Guide Series 3 - Serviceability Design Considerations for Low-Rise Building - second edition 2003 C. ASTM A36 - Specification for Carbon Structural Steel D. ASTM A123 - Specification for Zinc Coatings on Iron Steel Products E. ASTM A307 - Specification for Carbon Steel Bolts F. ASTM A325 - Specification for Structural Bolts, Steel, Heat Treated G. ASTM A475 - Specification for Zinc-Coated Steel Wire Strand H. ASTM A500 Grade B - Specification for Carbon Steel Tube Stock I. ASTM A501 - Specification for Hot Formed Welded Seamless Carbon Steel Structural Tubing J. ASTM A529 - Specification for High-Strength Carbon-Manganese Steel of Structural Quality K. ASTM A572 - Specification for High Strength Low-Alloy Columbium-Vanadium Steel L. ASTM A653 - Specification for Sheet Steel, Zinc Coated by the Hot Dip Process. M. ASTM A792 - Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot Dip Process N. ASTM A924 - Specification for Sheet Steel, Metallic Coated by the Hot Dip Process. O. ASTM A992 - Specification for Structural Steel Shapes P. ASTM A Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability METAL BUILDING SYSTEMS

43 Q. ASTM Dl Test Method for Diffuse Light Transmission Factor of Reinforced Plastic Panels R. ASTM D Practice for Calculation of Color Differences from Instrumentally Measured Color Coordinates S. ASTM D42 l 4 - Test Method for Evaluating the Degree of Chalking of Exterior Paint Films T. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials U. ASTM E283 - Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen V. ASTM E Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference W. ASTM El Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference X. ASTM El Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference Y. ASTM El Test Method for Rate of Air Leakage through Exterior Metal Roof Panel Systems Z. AWS A2.4 - Standard Welding Symbols AA. BB. CC. DD. EE. FF. GG. AWS Dl. l - Structural Welding Code - Steel AWS Dl.3 - Structural Welding Code - Sheet Steel FM Factory Mutual Research Corporation Standard 4471 Class l IAS AC472- International Accreditation Service, Inc. - Criteria for Inspection Programs for Manufacturers of Metal Buildings MBMA Metal Building Systems Manual Edition NAIMA Standard for Flexible Fiberglass Insulation Systems in Metal Buildings GG. UL Underwriters Laboratory -Tests for Uplift Resistance of Roof Assemblies HH. SSPC SP-2 - Steel Structures Painting Council, Surface Preparation Specification No. 2, Hand Tool Cleaning II. SSPC Paint Steel Joist Shop Primer/Metal Building Primer 1.3 SYSTEM DESCRIPTION A. The building shall include all primary and secondary structural framing members, connection bolts, roof and wall covering, trim, fasteners, closures, sealer, canopies, roof extensions, windows, doors, skylights, insulation, gutters, downspouts, ventilators and other miscellaneous items as stated in the specifications and/or shown or called for on the drawings. METAL BUILDING SYSTEMS

44 B. Primary framing shall consist of transverse rigid frames of rafters and columns with solid webs. The rigid frame shall be fabricated of shop-welded steel plate and designed for erection by field bolting. Frames shall be: 1. clear span or modular with intermediate columns 2. gabled or single sloped 3. with tapered or uniform depth exterior columns. C. Secondary framing shall consist of purlins, girts, eave struts, flange braces and other braces as required for erection by field bolting or screwing. D. Horizontal loads not resisted by main frame action shall be resisted by 1. Panel diaphragm, standard cable or rod x-bracing in the roof 2. panel diaphragm, standard cable or rod x-bracing, fixed base columns, rigid portal frames, or shearwall by others in the sidewalls 3. panel diaphragm, standard cable or rod x-bracing, fixed base columns, rigid portal frames, or shearwall by others in the endwalls E. Roof and Wall System consists of preformed steel panels, trim, accessories, sealants and fasteners as required for a complete installation. F. Building overall dimensions, bay spacing, post spacing, eave height, clear dimensions and roof pitch shall be as indicated on the drawings and as defined here. 1. The building "Width" shall be the measurement from outside face to outside face of the sidewall girts. 2. The building "Length" shall be the measurement from outside face to outside face of the endwall girts. 3. "Eave" to be determined as the line along the sidewall formed by the intersection of the planes of the outside face of the roof purlins and the outside face of the sidewall girts. 4. "Eave Height" is defined as the vertical dimension as measured from the finished floor to the intersection of the planes of the roof and sidewall. 5. The "Bay Spacing" shall be the distance between the centerlines of frames for interior bays and the distance from the outside face of endwall girt to the centerline of the adjacent interior frame for end bays. 6. The "Module Spacing" shall be measured between the centerlines of interior columns for interior modules and the distance from the outside face of sidewall girts to the centerline of the adjacent interior column 7. "Roof Pitch" shall be the inches of vertical rise per inches of horizontal run, expressed as inches of rise per 12 inches of run. 1.4 DESIGN REQUIREMENTS A. Design primary and secondary structural members and exterior covering materials for B. applicable load and combinations of loads in accordance with the edition of the C. International Building Code. Design loads shall be combined to produce maximum stresses within the structure in accordance with AISC and/or AISI as they apply. The Building Use Category shall be D. The design loads plus Dead Load shall be used in the structure design. 1. Roof Live Load shall be a minimum of 20 PSF and shall be applied on the horizontal projection of the roof. Roof Live Load reduction shall be applied according to the code specified above. 2. Wind Load shall be based on a wind speed as required by the applicable building codes and applied as pressure and suction in accordance with the code specified above. 3. The Ground Snow Load shall be as required by the applicable building codes. 4. The Roof Snow Load shall be applied on the horizontal projection of the roof. METAL BUILDING SYSTEMS

45 5. The metal building system shall be designed for snowdrift conditions if required based on the building geometry and location of the facility in accordance with the code specified above. 6. Collateral loads shall be those other than the basic design loads for which the building must be adequately designed. Loads of this type include, but shall not be limited to, suspended ceilings, sprinkler, electrical or mechanical systems, or any suspended or roof mounted HVAC units. E. The building components shall be designed to the following minimum deflection requirements, unless a specific deflection is required by the building code. Deflection based on wind shall be based on a l O year mean recurrence interval, or 75% or the design pressure for a 50 year mean recurrence interval. 1. Frame rafters - L/ Frame sidesway - H/60 3. Purlins - L/ Girts - L/ Endwall posts - L/ Roof panel - L/ Wall panel - L/1 20 F. Each building to have One (1) 3-0 x7-0 man door. G. The 30-0 x50-0 building shall have (1) 12-0 x 10-0 overhead door. Final location to be determined by owner. H. The 14-0 x20-0 building shall have (1) 8-0 x 8-0 overhead door. Final location to be determined by owner. 1.5 SUBMITTAL$ A. Erection Drawings including: 1. Anchor Bolt setting plan, base plate details and column reactions 2. Roof framing plan 3. Wall framing elevations 4. Transverse cross sections 5. Panel layout 6. Exact location of factory located openings 7. Approximate location of field located openings 8. Framing details 9. Flashing details 10. Accessory details B. Design calculations upon request, stamped by a Professional Engineer registered in the state where building will be erected, including: 1. Stress analysis 2. Deflection analysis 3. Column base reactions for each loading case C. Letter of Certification, prepared and signed by a Professional Engineer, verifying that building design meets indicated loading requirements and building code as requested. 1.6 QUALIFICATIONS A. The company manufacturing the products specified in this Section shall: 1. be a member of MBMA METAL BUILDING SYSTEMS

46 2. be in compliance with the International Accreditation Service, Inc., Accreditation Criteria for Inspection Programs for Manufactures of Metal Building Systems (IAS AC472) 3. have a minimum of 20 years experience in the manufacture of steel building systems B. Acceptable Manufacturers 1. Behlen Building Systems 2. Morton C. Erector's Qualifications 1. Minimum of 5 years experience in this or similar trade 2. Five similar installation references in past 3 years 1.7 WARRANTY A. The metal building manufacturer shall warrant for 5 years that components fabricated by the manufacturer are free from defects in composition of material and workmanship and in accordance with industry standards for such components. B. Unpainted Galvalume panels shall be warranted by the metal building manufacturer to the extent warranted by the steel supplier for 2 5 years against rupture, perforation, or structural failure as a result of corrosion caused by exposure to normal atmospheric conditions. C. The exterior color finish of factory coated roof panels shall be warranted by the metal building manufacturer to the extent warranted by the paint supplier for 30 years against peeling, cracking, checking, and flaking. The panel shall not color change more than 7 NBS units as per ASTM D2244. Chalking shall not exceed a number 8 rating when measured per ASTM D 4214, method A. D. The exterior color finish of factory coated wall panels shall be warranted by the metal building manufacturer to the extent warranted by the paint supplier for 30 years against peeling, cracking, checking, and flaking. The panel shall not color change more than 5 NBS units as per ASTM D Chalking shall not exceed a number 8 rating when measured per ASTM D 4214, method A. E. Provide the owner with a copy of all warranties. PART 2 - PRODUCTS 2.1 MATERIALS - STRUCTURAL FRAMING A. General 1. Structural steel members shall be sheared, plasma cut, formed, punched, welded and painted in the plant of the manufacturer. All shop connections shall be welded in accordance with the AWS "Standard Code for Welding in Building Construction". 2. All structural members shall be designed for the minimum yield and tensile strength specified for the specific grade referenced in the appropriate ASTM Specification;higher yield or tensile strengths listed in the material test reports shall only be used to verify compliance with the ASTM physical properties requirements. 3. All structural framing members shall be prepared according to SSPC SP-2 and given one coat of shop primer formulated to meet the requirements of SSPC All framing members shall carry an easily visible identifying mark to aid the erector in the erection of the building. 5. Field connections shall be bolted with high strength or carbon steel bolts and nuts. METAL BUILDING SYSTEMS

47 B. Primary Structural Members 1. The primary structural members shall be rigid frames manufactured of solid web members having tapered or uniform depth rafters rigidly connected to tapered or uniform depth columns. 2. Steel used to fabricate built up framing members shall be 55,000 PSI minimum yield point material and shall conform to the physical characteristics of ASTM A1011, ASTM A572 or ASTM A529, Grade Steel used for interior columns, if required, shall conform to ASTM A500, Grade B, 42,000 PSI minimum yield point material. 4. The building manufacturer shall have on file certified mill test reports that verify that these requirements have been met. C. Secondary Structural Members 1. Secondary structural framing shall distribute the loads to the primary structural system and shall include endwall columns and rafters, purlins, girts, eave struts, base support, headers, jambs, flange bracing, clips, and other miscellaneous structural framing. 2. Steel used for cold-formed members shall be 55,000 PSI minimum yield point material and shall conform to the physical characteristics of ASTM A653 and ASTM A924 Grade 55, Coating Designation G Light gauge cold-formed sections shall be manufactured by precision roll or brake forming. All dimensions shall be true, and the formed member shall be free of fluting, buckling or waviness. 4. Endwall rafters shall be manufactured from built-up or hot rolled sections of adequate size and thickness as determined by the design criteria. 5. Endwall columns shall consist of built-up, hot rolled or cold formed "C" sections of adequate size and thickness as determined by the design criteria. 6. Steel used for hot rolled sections shall conform to ASTM A992 Grade 50 steel 7. Purlins and girts shall be precision roll-formed 8" or l O" deep "C" sections or "Z" sections of adequate size and thickness as determined by the design criteria, minimum 16 gauge. Purlins and girts shall be either simple span or continuous span members. 8. Eave struts shall be precision roll-formed and/or press brake formed "C" sections, minimum 14 gauge. The upper flange shall slope with the normal roof slope, and the web shall be vertical and free to receive the sidewall covering. 9. Base support shall consist of a continuous base angle, base "C", or an 18 gauge one piece base member to which the base of the wall covering shall be attached. The base support shall be securely fastened into the concrete by the erector. 10. Headers and jambs shall be precision roll-formed "C" sections of the same depth as the girts. 11. Flange bracing shall consist of angle or tube members connected to the web of the purlin or girt and to the rigid frame web adjacent to the compression flange of the primary structural member. 12. Clips shall be fabricated from 55,000 PSI minimum yield point material and be factory punched for field bolted connections. D. Bracing 1. Horizontal load resisting bracing shall be accomplished by diagonal cable bracing, rod bracing, portal frames, fixed-base columns and/or diaphragm action of the roof and wall covering. 2. All cables for diagonal bracing shall be fabricated from extra high strength Grade-7 wire Class A coating, left hand lay, galvanized steel strand, conforming to the provisions of ASTM A475. Adjustment shall be provided by an eyebolt assemble. 3. Rod bracing shall be fabricated from minimum l /2" diameter steel rod conforming to the provisions of ASTM A36 or A572 Grade Portal frames and fixed-base columns shall be fabricated of built-up sections and conform to the same specifications as primary framing. METAL BUILDING SYSTEMS

48 2.2 MATERIALS - ROOF SYSTEM A. Roof panel shall be one of the following types. B. Ribbed roof panel 1. Panels shall have l 3/1 6" deep major ribs spaced at 12" on center, with minor ribs between major ribs. Each panel shall provide a net coverage width of 36". 2. Panels shall be manufactured from 26 gauge 80,000 PSI material OR 24 gauge, 50,000 PSI material. 3. Provide roof panel assemblies with permanent resistance to air leakage through assembly of not more than cfm/sf of fixed roof area when tested according to ASTM El 680 at a static pressure differential of 6.24 psf. 4. Provide roof panel assemblies with no water penetration as defined in the test method when tested according to ASTM El 646 at a static pressure differential of 12.0 psf. 5. Provide roof panel assemblies with UL 90 uplift rating in accordance with UL 580 'Tests for Uplift Resistance of Roof Assemblies". 6. Panels shall be one piece for slope lengths less than 41 '-6". Endlaps, if required, shall be 6" and occur at a purlin. 7. Panel finish shall be acrylic coated Galvalume AZ55 coating in accordance with ASTM A Final color to match colors on site. 2.3 MATERIALS - WALL SYSTEMS A. Wall panel 1. Rollformed profile shall be-the manufacturer's architectural panel configuration (ribs pointing in or reverse roll configuration). Panels shall have l 3/1 6" deep major ribs 2. spaced at 12" on center, with minor ribs between major ribs. Each panel shall provide a net coverage width of 36". 3. Manufactured from 26 gauge 80,000 PSI OR 24 gauge 50,000 PSI material. 4. Provide wall panel assemblies (when installed with mastic in the walls) with permanent resistance to air leakage through assembly of not more than cfm/sf of fixed wall area when tested according to ASTM E283 at a static pressure differential of 6.24 psf. 5. Provide wall panel assemblies (when installed with mastic in the walls) with no water penetration as defined in the test method when tested according to ASTM E3 31 at a static pressure differential of 12.0 psf. 6. Substrate shall be Galvalume AZ50 coating when painted and acrylic coated AZ55when unpainted in accordance with ASTM A Sheets shall be coated with a silicone-modified polyester (SMP) over primer. The reverse side shall be coated with pigmented polyester. Exterior color to be selected form the manufacturer's standard color choices. 8. Panels shall be one piece from base to eave for lengths less than 32'-0". Endlaps, if required, shall be 4" and occur at a girt. 9. Final color to match colors on site. 2.4 Liner panel, if required, shall be 26 gauge with a manufacturer's standard color finish, rollformed to manufacturer's standard ribbed profile. 2.5 MATERIALS - TRIM A. Trim shall be 26 gauge with a silicone-modified polyester (SMP) or fluoropolymer topcoat containing not less than 70% polyvinylidine fluoride (PVDF). The reverse side shall be coated with pigmented polyester. Exterior color to be selected from manufacturer's standard color choices. METAL BUILDING SYSTEMS

49 B. Provide all trim pieces necessary to achieve a finished appearance. Provide corner boxes to transition from gable trim to eave trim or gutter. Gutter, if required, shall have a nominally horizontal bottom leg and the front leg shall not project above the bottom of roof panel. C. Provide trim at all corners of the building and for all sides of framed openings. Provide trim for base of building if required. D. Provide two piece sculptured jamb trim to enhance appearance and durability. E. Metal flashing closures shall be used to close off wall to roof flashing. F. Downspouts, if required, shall have a minimum cross sectional area of square inches. Downspouts shall terminate with an elbow at approximately 75. G. INSULATION H. Roof and wall insulation shall be fiberglass rolls with 0.6 lb. per cu. ft. density, thickness as indicated, with a flame spread rating of 2 5 or less in accordance with ASTM E84. Insulation shall comply with NAIMA 202 Standards. 2.6 METAL PERSONNEL DOORS AND WINDOWS A. Provide pre-assembled personnel doors and frame as follows: 1. Standard doors shall be manufactured from 20 gauge steel sheets, with smooth or textured finish. All doors shall be l 3/4" thick. 2. Doors shall be fabricated rigid, neat in appearance, and free from defects, warpage, and buckle. Exposed welds shall be made smooth, flush and invisible. Core shall be rigid cell polyurethane with 1.8 lbs/ft density conforming to ASTM Door core shall have a U-factor not less than All doors shall have l 6 gauge flush mounted top and bottom channels to prevent water 4. penetration. 5. All doors shall be factory prepared with a galvanized steel reinforcement for closer installation. 6. Standard frames shall be made from galvanized steel sheets of 16 gauge material. Frames shall be double rabbeted. Frame stops shall be a minimum of 5/8". Standard frames shall be 5 % in width. 7. The hinge jamb shall be reinforced with a 7 gauge plate, and prepared for a full mortise 4 l /2" template hinge. The strike jamb shall be prepared for a 4 7/8" ASA universal strike per ANSI standard A All doors, frame headers and frame jambs shall be thoroughly cleaned, prime coated and then top coated with a smooth, durable finish capable of passing a 200 hour salt spray test in accordance with ASTM specifications and a 500 hour humidity test in accordance with ASTM specifications Weatherometer test results - l 000 hrs. Color selection shall be white or bronze. 9. Subframing shall be factory installed to the door jambs and consist of two 16 gauge galvanized steel C-channels to match the specified girt depth. 10. LOCK SET shall be a commercial Grade I cylindrical lock with US26D finish having a 2 3/4" backset, comply with ANSI A , series 400 Grade l and conform to Federal Specifications FFH-106C, Type HINGES shall be (3) 4 1 /2" non-removable pin template hinges with color coded finish and comply with Federal Specifications FF-H-11 6C and ANSI A1 56.l. 12. THRESHOLD shall be factory cut with an aluminum mill finish and meet ADA requirements. 13. WEATHER STRIP shall be kerf type and factory installed to the jamb and header stops. 14. SWEEP shall be provided at the bottom of the door. 15. JAMB CLIPS shall be of 12 gauge galvanized steel. METAL BUILDING SYSTEMS

50 16. Preassembled door systems shall be packaged in heavy-duty wooden crates and skidded for forklift handling. 2.7 WINDOWS A. Provide aluminum horizontal sliding (rolling),fixed picture or fixed project-in windows as follows: 1. Window and sash members shall be minimum thickness, AA6063-T5 aluminum alloy with thermal barrier. 2. Windows shall be finished in natural aluminum extruded mill finish with Bronze acrylic electrostatically applied enamel finish. 3. Insulated glass shall have an "A" level rating and sealed with polysulfide. Overall glass thickness shall be no less that 5/8". 4. Weatherstripping shall be silicon treated, fungus, mildew and moth resistant poly bond fin seal. 5. Frames shall be painted, roll-formed aluminum. Screen cloth shall be 18 x 16 mesh fiberglass or aluminum. 6. Air, water and structural test unit sizes and configurations shall be in general conformance to requirements set forth in ANSI/AAMA TRANSLUCENT PANELS A. Provide translucent roof and wall panels matching the manufacturer's standard ribbed panel configuration. 1. Translucent panels shall be white and have a nominal weight of 8 oz. per square foot with 50% light transmission as per ASTM D Insulated translucent roof panels shall have a standard 8 oz. per square foot exterior panel with a translucent insulation foam core and a 4 oz. per square foot interior panel. The interior and exterior panels shall be positively sealed with silicone sealant against air leakage and delamination. Light transmission shall be approximately 52%. B. Provide translucent roof panel assemblies for 24" wide trapezoidal ribbed standing seam roof system. 1. Translucent panels shall be factory installed in the manufacturer's standard 24" wide standing seam panel. 2. Translucent panels shall be white and have a nominal weight of 8 oz. per square foot with 5 5% light transmission as per ASTM D Insulated translucent roof panels shall have a standard 8 oz. per square foot exterior panel and a 5 oz. per square foot interior panel to create an insulating dead air space. The interior and exterior panels shall be positively sealed with silicone sealant against air leakage and delamination. Light transmission shall be approximately 45%. 2.9 ACCESSORIES A. Fasteners shall be manufacturer's standard plated/painted or long life fasteners. Exposed fastener heads shall be factory colored to match the panel color. Self-drilling fasteners shall be used throughout. Structural screws shall be used to secure panels to structural components. Stitch screws shall be used to secure panel to panel connections and trim screws shall be used at trim endlaps. B. Closed cell foam closure strips, die cut to match ribbed panel configuration. Metal closures shall be used to close off wall to roof flashing. High density corrugation closures shall be used with trapezoidal standing seam roof panels. METAL BUILDING SYSTEMS

51 C. Mastic for roof sidelaps and endlaps shall be a non-hardening butyl tape, non-corrosive to the substrate, of 100% solids. Tape size shall be minimum 5/32" x W' supplied in rolls. Flashing endlaps shall use Gun Grade urethane sealant. D. Caulk shall be manufacturer's standard product as appropriate for the applications. E. Thermal spacer blocks of expanded polystyrene shall be supplied with standing seam roof systems when required for the requested insulation thickness. The thickness of the thermal spacer block shall be compatible with the clip height and insulation thickness. F. Continuous gravity ventilators shall have 9" or 12" throat, supplied in 1O' lengths, with birdscreen. Ventilators shall be of low profile design to provide gravity type ventilation andshall include flashing for either single unit or continuous-run installation. 9" x l O' unit shall have a base ventilating capacity of 2700 CFM and the 12" x l O' unit shall have a base ventilating capacity of 3600 CFM, assuming l O degree temperature differential and 5 mph wind speed. Exterior parts shall be minimum 26 gauge in Galvalume or painted galvanized. Interior parts shall be G90 galvanized. G. Roof curbs shall be used at all roof penetrations except pipes l 3" diameter and less. Roof curbs shall have a structural subframes. Curbs and subframes shall be designed to support the weight of the roof top units. Curbs shall be designed specifically for the model numbers of the roof top units. Curbs shall be supplied with rib covers and all necessary fasteners and mastic for a weathertight installation. The roof curbs shall be floating curbs when required by building conditions. H. Roof Jacks shall be used at all 13" diameter and less pipes that penetrate the roof. Roof jacks shall be EPDM with a flexible aluminum bases to form weathertight seals at the roof panels FABRICATION A. Fabricate built-up members in accordance with MBMA Low Rise Building Systems Manual, Common Industry Practices. B. Fabricate hot rolled members in accordance with AISC Specification for pipe, tube, and rolled structural shapes. C. Fabricate cold formed members in accordance with MBMA Low Rise Building Systems Manual, Common Industry Practices. D. Provide factory drilled or punched framing members for field bolted connections. E. All framing members shall be prepared according to SSPC SP-2 and given one coat of shop primer formulated to meet the requirements of SSPC Paint 1 5. F. Clearly and legibly mark each piece to correspond with previously prepared erection drawings. PART 3 - EXECUTION 3.1 ERECTION - FRAMING A. Erect framing in accordance with MBMA Low Rise Building Systems Manual, Common Industry Practices. B. The erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing the structural framing against loads, such as wind loads acting on the exposed METAL BUILDING SYSTEMS

52 framing and seismic forces, as well as loads due to erection equipment and erection operation, but not including loads resulting from the performance of work by others. Bracing furnished by the manufacturer for the metal building system shall not be assumed to be adequate during erection. Temporary guys, braces, falseworks and cribbing shall be removed immediately upon completion of erection. C. Structural members shall not be field cut or altered without the written approval of the metal building manufacturer. D. After erection, all welds, abrasions, and surfaces not shop primed shall be field primed. 3.2 ERECTION - WALL AND ROOFING SYSTEM A. Wall and roofing materials shall be installed in accordance with manufacturer's instructions. B. Care shall be exercised when cutting prefinished material to ensure cuttings do not remain on finish surface. C. Cladding systems shall be fastened to structural supports and shall be aligned level and plumb. 3.3 ERECTION - GUTTER AND DOWNSPOUTS A. Gutters and downspouts shall be installed in strict accordance with manufacturer's instructions. 3.4 INSTALLATION - ACCESSORIES A. Accessories shall be installed in accordance with manufacturer's instructions. B. Wall and roof accessories shall be sealed to be weathertight. METAL BUILDING SYSTEMS

53 APPROXIMATE LOCATION OF 30'X50' BUILDING APPROXIMATE LOCATION OF 14'x20' BUILDING