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bocc.con.234.2017
7/2015 kjm pif KIN Pitkin County CouNTit Contract Cover Sheet Please complete the Contract Cover Sheet when the contract is completed and signed by Contractor/Vendor and Pitkin County Representative. Return all Contract Cover Sheets and Contracts/Change Orders/Amendments to Procurement (procurement@pitkincounty.com).Any contracts $50,000 and over will be routed for signatures to County Manager and Attorney's Office (if required)by Procurement. Contract Information Contract Number 234.2017 Project Name Post Tensioned Cables for the Sheriff and Administration Building Contractor Restruction Corporation Budget Line Item 110.18.92818.86261 $ Additional Budget Line $ Item(s) $ (Please fully allocate New $ Contract Total) $ Contract Start Date 8/14/2017 Contract End Date 9/22/2017 Automatic Renewal Yes ❑ No® If Construction: Retainage Yes $ or % No If this is a new contractor,please request they complete and submit to Finance a New Vendor Request Form. Contact Information: Department Administration Project Manager Rich Englehart Project Manager (970)429-6135 Phone Provide a brief description of the contract: Construction to fix the post tension cables in the Sheriff and Administration renovation Contract Value Summary: Original Contract Amount $ 65,875.00 Previous Change Order/Amendment Amount(if applicable) $ 0.00 This Change order/Amendment amount(if applicable) $ 0.00 New Contract Total $65,875.00 Procurement Method: None ❑ Informal❑ Formal ❑ Sole Source ❑X Emergency ❑ Contract Type: Services/Maintenance ❑X Construction ❑ Goods,Equipment, Supplies ❑ Change Order/Amendment ❑ Contract Renewal ❑ Other,please explain ❑ Click here to enter text. NOTE: CLERKS OFFICE WILL KEEP ORIGINAL DOCUMENTS IN COMPLIANCE WITH COLORADO STATE ARCHIVES RETAINAGE SCHEDULE.ALL ATTACHMENTS MUST BE WITH THIS CHECKLIST. Rev 2017-07-07 btf PITKIN COUNTY SOLE SOURCE PROCUREMENT JUSTIFICATION REQUEST TO: Jon Peacock, County Manager DATE: August 8, 2017 FROM: Rich Englehart, Chief Operations Officer Proposed Contractor: Restruction Corporation Product/Service: Post Tensioning Construction for the Sheriff and Admin project Estimate expenditure for the above Product/Service: $65,335.00 This form is required, and is to aid you, in documenting your Sole Source request. Complete all portions of this form. This purchase is clearly and legitimately limited to a Single or Sole Source. (Examples: original manufacturer, no regional distributor, standardization etc): Explain: Restruction Corporation has previously reviewed the 3rd floor exposed bundles of post tensioned cables. Through the review and investigation, there is significant construction required to fix the issues. Due to the knowledge gained through the review, Restruction Corporation is the best option to keep the costs low and keeping within the project timeline. The undersigned requests that Pitkin County waive other procurement requirements and recognize this transaction as a sole source exception to the Pitkin County Procurement Code. rick f ar+ Aug-08-2017 Rich Englehart COO Approved X Denied Reason for Denial: ,dot. Pc atac. Aug-10-2017 Jon Peacock County Manager Note: Every effort should be made to obtain a written contract when otherwise required under County procedures. When a contract is obtained, complete the Clerk's check list and send the original signed contract with coversheet to clerk's office for archiving. 1 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 �TKIN COUNT PITKIN COUNTY CONSTRUCTION CONTRACT POST TENSIONED CABLES FOR THE SHERIFF AND ADMINISTRATION BUDILDING THIS CONTRACT, made August 10, 2017 by and between the Board of County Commissioners of Pitkin County, Colorado, 123 Emma Rd., Suite #106, Basalt, CO 81621, (hereinafter called the "County") and Restruction Corporation, 3870 Platte Ave, Sedalia, CO 80135 (hereinafter called the"Contractor")to perform the following work: Post Tensioned Cables for the Sheriff and Administration Building ("Project"). I. Term of Contract: The term of this contract is from August 14, 2017 to September 22, 2017. II. Scope of Work and Work Schedule: A. Scope of Work: Contractor shall supply all labor, materials and supervision for the work detailed on the proposal dated August 3, 2017, attached hereto as Exhibit A. B. All work performed under this Contract shall be done according to the following work schedule: All work shall be completed within five (5)weeks of contract start date. III. Payment: The County agrees to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract, the total price of sixty-five thousand eight hundred seventy-five dollars and zero cents ($65,875.00) in accordance with this Contract, subject to increase or decrease in accordance with the provisions of this Contract;but any payment by the County may be offset by any amount the Contractor owes the County for any reason. A. Payment Procedures 1) Contractor shall submit applications for payment monthly for work done to date. 2) Progress payments for Contracts exceeding one hundred fifty thousand dollars ($150,000.00) a. County shall make progress payments, within thirty (30) days of County's approval of Contractor's pay request. b. In accordance to amend Section 2 Colorado Revised Statutes (C.R.S.) § 24-91-103, for contracts exceeding one hundred fifty thousand dollars($150,000.00)and if the Contractor is satisfactorily performing this contract, progress payments shall be in an amount equal to ninety-five percent (95%) of the calculated value of 1 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 completed Project work. If, in the opinion of the Project Lead and County, satisfactory progress is not being made on the Project, or if claims are filed under Section C.R.S. § 38-26-107, as amended, County may retain such additional amounts as County may deem necessary to assure completion of the Project or to pay such claims and any Project Lead's and attorney's fees reasonably incurred or to be incurred by County in defending or handling such claims. The withheld percentage of the Contract Price shall be retained until the Project is completed satisfactorily and finally accepted by County in accordance with the provisions of this Contract. Progress payments shall not constitute final acceptance of the Project. 3) County shall make final payment, including release of retainage, to Contractor in accordance with this Contract and Section C.R.S. § 38-26- 107, as amended. IV. Contractor Obligations: A. Supervision and Superintendence 1) The Contractor shall supervise and direct the Project competently and efficiently devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Project in accordance with this Contract. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished Project compiles accurately with this Contract. 2) The Contractor shall appoint and identify to the County and Project Lead, a competent on-site superintendent to be kept on the Project at all times during its progress and who shall not be replaced without written notice to the County and the Project Lead except under extraordinary circumstances. The superintendent will be the Contractor's representative at the site and shall have authority to act on behalf of the Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. B. Subcontractors, Suppliers and Others 1) The Contractor shall not employ any subcontractor, supplier or other person or organization (including those acceptable to the County and the Project Lead, whether initially or as a substitute) against whom the County or the Project Lead may have reasonable objection. 2) The identity of subcontractors, suppliers or other persons or organizations including those who are to furnish the principal items of materials and equipment must be submitted to the County in advance of any work performed or materials supplied under this Contract for acceptance by the County and the Project Lead.No acceptance by the County or the Project Lead of any such subcontractor, supplier or other person or organization 2 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 shall constitute a waiver of any right of the County or the Project Lead to reject defective Project work. 3) The Contractor shall be fully responsible to the County and the Project Lead for all acts and omissions of the subcontractors, suppliers and other persons and organizations performing or furnishing any of the Project work under a direct or indirect Contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in this Contract shall create any Contractual relationship between the County or the Project Lead and any such subcontractor, supplier or other person or organization, nor shall it create any obligation on the part of the County or the Project Lead to pay or to see to the payment of any moneys due any such subcontractor, supplier or other person or organization except as may otherwise be required by laws and regulations. 4) All Project work performed for Contractor by a subcontractor will be pursuant to an appropriate Contract between the Contractor and the subcontractor which specifically binds the subcontractor to the applicable terms and conditions of this Contract for the benefit of the County and the Project Lead. C. Patent Fees and Royalties. The Contractor shall pay all license fees and royalties and assume all costs incident to their use in the performance of the Project or the incorporation in the Project of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. Contractor shall indemnify and hold harmless the County and the Project Lead and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorney's fees and court costs) arising out of any infringement of patent rights or copyrights incidental to the use in the performance of the Project or resulting from the product or device not specified in this Contract, and shall defend all such claims in connection with any alleged infringement of such rights. D. Permits. Unless otherwise provided in this Contract, the Contractor shall obtain and pay for all construction permits and licenses. The County shall assist the Contractor,when necessary,in obtaining such permits and licenses. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Project. The Contractor shall pay all charges of utilities for connections to the Project, and the County shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. E. Laws and Regulations. The Contractor shall be familiar with and shall comply with all federal, state, and local laws, ordinances, rules, and regulations applicable to furnishing and performance of the Project including rules, regulations, and ordinances the County promulgates at any time. Except where otherwise expressly required by applicable laws and regulations,neither the County nor the Project Lead shall be responsible for monitoring the Contractor's compliance with any Laws or Regulations. 3 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 F. Taxes. The Contractor shall pay all existing and future applicable federal, state and local sales,consumer,use and other similar taxes whether direct or indirect.Federal excise tax may not apply to materials purchased by the County. The Contract price shall include all other federal, state, and/or local direct or indirect taxes, which do apply. The Contract price shall include the cost of compliance with all other Federal Laws and Regulations at no additional cost to the County (except as provided in this Contract). The Contractor shall not be reimbursed separately for any taxes, which may apply except as provided in this Contract, and the Contractor shall be responsible for all taxes,which may apply. The County is tax exempt from Federal Excise Tax and Colorado State or local sales or use taxes. The Contractor and its subcontractors shall apply to the Colorado Department of Revenue for a Certificate of Exemption indicating that the Contractor or subcontractor's purchase of construction material or building materials is for use in a building, structure, or other public work owned and used by the County. G. Use of Premises. 1) The Contractor shall confine construction equipment,the storage of materials and equipment and the operations of workers to the Project site and land and areas permitted by this Contract, law,ordinances, and permits. The Contractor shall assume full responsibility for any damage to any such land or area, or to the County or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Project. Should any claim be made against the County or the Project Lead by any such owner or occupant because of the performance of the Project, Contractor shall promptly settle with such other party. The Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold the County harmless from and against all claims, damages,losses and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals and court costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any such other party against the County or the Project Lead to the extent based on a claim arising out of the Contractor's performance of the Project. 2) During the progress of the Project, the Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Project. At the completion of the Project, the Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery, temporary structures, stumps or portions of trees, and surplus materials, and shall leave the site clean and ready for occupancy by the County. The Contractor shall restore to original condition all property not designated for alteration by this Contract. 3) The Contractor shall not load or permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the 4 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 Contractor subject any part of the Project or adjacent property to stresses or pressures that will endanger it. H. Safety and Protection. 1) The Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Project. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: a. All employees in the Project area and other persons and organizations who may be affected thereby; b. All the Project materials and equipment to be incorporated therein, whether in storage on or off the site; and c. Other property at the site or adjacent thereto,including trees,shrubs, lawns, walks, pavements, road-ways, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. 2) The Contractor shall be required to assume sole and complete responsibility for job site conditions during the course of construction of the Project, including the safety of all persons who may enter on the job site for any reason and the security of all property located on the job site. This requirement shall apply at all times during the course of the Contract and not only to normal Project work hours. 3) The Contractor shall at all times conduct the Project in such manner as will incur the least practicable interference with traffic and existing utility systems. No section of any road shall be closed to the public,nor any utility system put out of service except after permission, has been granted by the Project Lead. Each item of the Project shall be prosecuted to completion without delay and in no instance will the Contractor be permitted to transfer its forces from an uncompleted Project to a new Project without prior written notification of the Contractor to the Project Lead. a. Unless this Contract specifically provides for the closing to traffic of any local road or highway while construction is in progress, such road or highway shall be kept open to all traffic by the Contractor. The Contractor shall also provide and maintain in a safe condition temporary approaches, crossings, or intersections with roads and highways. The Contractor shall bear all expense of maintaining traffic over the section of road affected by the Project to be done under this Contract, and of constructing and maintaining such approaches, crossing, intersections and any necessary features without direct compensation, except as otherwise provided. b. The Contractor shall provide, erect and maintain all necessary barricades, signs,danger signals and lights to protect the Project and the safety of the public. The Contractor's responsibility for 5 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 necessary barricades, signs, and lights shall not cease until the Project has been accepted. I. Shop Drawings and Samples. 1) After checking and verifying all field measurements and after complying with applicable procedures specified in this Contract, the Contractor shall submit to the Project Lead for review and approval in accordance with the approved schedule of shop drawing submissions, three (3)copies(unless otherwise specified)of all shop drawings,which will bear a stamp or specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission. All submissions will be identified as the Project Lead may require. The data shown on the shop drawings will be complete with respect to quantities,dimensions, specified performance and design criteria, materials and similar data to enable the Project Lead to review the information as required. 2) The Contractor shall also submit to the Project Lead for review and approval with such promptness as to cause no delay in Project, all samples required by this Contract. All samples will have been checked by and accompanied by a specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission and will be identified clearly as to material, supplier, pertinent data such as catalog numbers and the use for which intended. 3) Before submission of each shop drawing or sample, the Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar data with respect thereto; and reviewed or coordinated each shop drawing or sample with other shop drawings and samples and with the requirements of the Project and this Contract. 4) At the time of each submission,the Contractor shall give the Project Lead specific written notice of each variation that the shop drawings or samples may have from the requirements of this Contract, and, in addition, shall cause a specific notation to be made on each shop drawing submitted to the Project Lead for review and approval of each such variation. 5) Where a shop drawing or sample is required by the specifications, no related Project work shall be commenced prior to the Project Lead's review and approval of the shop drawing or samples. 6) The cost of furnishing all shop drawings and samples shall be borne by Contractor. V. Performance and Payment Bond. A. Contractor shall furnish a performance and payment bond in the amount of one half of the total Contract value for all Contracts over fifty thousand dollars($50,000.00), 6 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 as required by C.R.S. § 38-26-105, et seq. all Bonds shall be in the form acceptable to the County. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. B. If the surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state or it ceases to meet the requirements of paragraph A of this Section, Contractor shall within five (5) days thereafter substitute another Bond and Surety, both of which must be acceptable to the County. VI. Indemnity. A. The Contractor agrees to indemnify, hold harmless and, not excluding the County's right to participate, defend the County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, volunteers, and any jurisdiction or agency issuing permits for any work included in the project,hereinafter referred to as indemnitee,from all suits and claims, including attorney's fees and cost of litigation, actions, loss, damage, expense, cost or claims of any character or any nature arising out of the work done in fulfillment of the terms of this Contract or on account of any act, claim or amount arising or recovered under workers' compensation law or arising out of the failure of the Contractor to conform to any statutes, ordinances, regulation, law or court decree. It is agreed that the Contractor will be responsible for primary loss investigation, defense and judgment costs where this contract of indemnity applies. In consideration of the award of this contract, the Contractor agrees to waive all rights of subrogation against the County its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, and volunteers for losses arising from the work performed by the Contractor for the County. B. The Contractor further shall investigate, process, respond to, adjust, provide defense for and defend,pay or settle all claims, demands, or lawsuits related hereto at its sole expense and shall bear all other costs and expenses related thereto, even if the claim, demand or lawsuit is groundless, false or fraudulent. VII. Insurance. Contractor and subcontractors shall procure and maintain until all of their obligations have been discharged, including any warranty periods under this Contract are satisfied, insurance against claims for injury to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors. The insurance requirements herein are minimum requirements for this Contract and in no way limit the indemnity covenants contained in this Contract. The policies shall include, or be endorsed to include, the following provision: On insurance policies where the County is named as an additional insured, the County shall be an additional insured to the full limits of liability purchased by the Contractor even if those limits of liability are in excess of those required by this Contract. 7 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 The County in no way warrants that the minimum limits contained herein are sufficient to protect the Contractor from liabilities that might arise out of the performance of the work under this Contract by the Contractor, its agents, representatives, employees, or subcontractors. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverages. The Contractor is not relieved of any liability or other obligations assumed or pursuant to the Contract by reason of its failure to obtain or maintain insurance in sufficient amounts, duration, or types. Commercial General Liability Completed Operations coverage must be kept in effect for up to three (3) years after completion of the project. A. Coverage and Limits of Insurance: Contractor shall provide coverage with limits of liability not less than those stated below. An umbrella and/or excess liability policy may be used to meet the minimum liability requirements provided that the coverage is written on a"following form"basis. 1) Statutory Workers' Compensation: Colorado statutory minimums a. Policy shall contain a waiver of subrogation against the County. b. This requirement shall not apply when a contractor or subcontractor is exempt under Colorado Workers' Compensation Act, AND when such contractor or subcontractor executes the appropriate sole proprietor waiver form. Minimum Limits: Coverage A(Workers' Compensation) Statutory Coverage B (Employers Liability) $ 500,000 $ 500,000 $ 500,000 2) Commercial General Liability—ISO 1CG 0001 form or equivalent (With County named additional insured) Minimum Limits: General Aggregate $ 2,000,000 Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Coverage to include: • Premises and Operations • Explosions, Collapse and Underground Hazards • Personal/Advertising Injury • Products/Completed Operations 8 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 • Liability assumed under an Insured Contract(including defense costs assumed under contract) • Independent Contractors • Designated Construction Projects(s) General Aggregate Limit, ISO CG 2503 (1997 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO Form 2010 (2004 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO CG 2037 (2004 Edition or equivalent) • The policy shall be endorsed to include the following additional insured language on the Additional Insured Endorsements specified above: "County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, and volunteers named as an additional insured with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Contractor, including completed operations". 3) Auto Liability: Bodily injury and property damage for any owned, hired, and non-owned vehicles used in the performance of this Contract. Minimum Limits: Statutory Coverage Bodily/Property Damage (Each Accident) $ 1,000,000 4) Contractors Pollution Liability: The County requires this coverage whenever work at issue under this Contract involves potential pollution risk to the environment or losses caused by pollution conditions (including asbestos) that may arise from the operations of the Contractor described in the Contractor's scope of services. Policy shall cover the Contractor's completed operations. Contractors Pollution Liability coverage (including Completed Operations) must be kept in effect for up to three (3) years after completion of the project. Coverage shall apply to sudden and gradual pollution conditions resulting from the escape of release of smoke, vapors, fumes, acids, alkalis, toxic chemicals, liquids, or gases, natural gas, waste materials, or other irritants, contaminants, or pollutants (including asbestos). If the coverage is written on a claims-made basis, the Contractor warrants that any retroactive date applicable to coverage under the policy precedes the effective date of this Contract; and that continuous coverage will be maintained or an extended discovery period will be exercised for a period of three (3)years beginning from the time that work under this contract is completed. a. The policy shall be endorsed to include the following as Additional Insureds: "Pitkin County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, and volunteers named as an additional insured with respect to liability and defense of suits arising out of 9 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 the activities performed by, or on behalf of the Contractor,including completed operations". Minimum Limits: Per Loss $ 1,000,000 Aggregate $ 1,000,000 5) Professional Liability: The Contractor shall maintain Professional Liability covering wrongful acts, errors and/or omissions, including design errors, if applicable, for damage sustained by reason of or in the course of operations under this Contract resulting from professional services provided by the Contractor as part of the Contract. Contractors Professional Liability (Errors and Omissions)policy must be kept in effect during the project and for up to three (3) years after completion of the project. The policy/coverages shall be amended to include the following: a. Coverage shall apply for three (3)years after project is complete. b. Policy is to be on a primary basis; if other professional coverage is carried. Per Loss $ 1,000,000 Aggregate $ 2,000,000 6) Builders Risk Insurance or Installation Floater—Completed Value Basis Unless otherwise provided, the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, Builders' Risk Insurance in the amount of the initial Contract Sum,plus value of subsequent modifications, change orders, and cost of material supplied or installed by others, comprising total value of the entire Project at the site on a replacement cost basis without optional deductibles. a. Policy must provide coverage from the time any covered property becomes the responsibility of the Contractor, and continue without interruption during construction, renovation, or installation, including any time during which the covered property is being transported to the construction installation site, or awaiting installation, whether on or off site. b. Such Builders'Risk Insurance shall be maintained,unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the County's has insurable interest in the property to be covered, whichever is later. 10 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 c. The Builders' Risk insurance shall include interests of the County and if applicable, affiliated or associate entities, the General Contractor, subcontractors and sub-tier contractors in the Project. d. The Builders' Risk Coverage shall be written on a Special Covered Cause of Loss form and shall include theft, vandalism, malicious mischief, collapse, false-work, temporary buildings, transit, debris removal including demolition, increased cost of construction, architect's fees and expenses, flood (including water damage), earthquake,and if applicable,all below and above ground structures, piping, foundations including underground water and sewer mains, piling including the ground on which the structure rests and excavation, backfilling, filling, and grading. e. The Builders' Risk shall include a Beneficial Occupancy Clause. The policy shall specifically permit occupancy of the building during construction. Contractor shall take reasonable steps to obtain consent of the insurance company and delete any provisions with regard to restrictions within any Occupancy Clauses within the Builder's Risk Policy. The Builder's Risk Policy shall remain in force until acceptance of the project by the County. f. Equipment Breakdown Coverage (a.k.a. Boiler& Machinery) shall be included as required by the Contract Documents or by law,which shall specifically cover insured equipment during installation and testing (including cold and hot testing). g. The deductible shall not exceed $25,000 and shall be the responsibility of the Contractor except for losses that involve all Acts of God such as flood, earthquake, windstorm, tsunami, volcano, etc. 7) Special Coverages (check as appropriate and insert amount): a. ® Performance Bond $ 32,667.50 i. 0 Labor and Material $ ii. ❑ Payment Bond $ b. ❑ Professional Errors and Omissions c. 0 Aircraft Liability d. 0 Owner's Protective e. ❑ Boiler and Machinery f. ❑ Loss of Use Insurance g. 0 Crime, including Employee Dishonesty Coverage, or Fidelity Bond B. Proof of Insurance: 1) Each insurance policy required by the insurance provisions of this Contract shall provide the required coverage and shall not be suspended, voided or canceled except after thirty(30)days prior written notice has been 11 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 given to the County, except when cancellation is for non-payment of premium, then ten (10) days prior notice may be given. Such notice shall be sent directly to Pitkin County Procurement 123 Emma Rd., Suite#106, Basalt, CO 81621. If the insurance carrier will not provide the required notice,the Consultant/Contractor and or its insurance broker shall notify the County of any cancellation, or reduction in coverage or limits of any insurance within seven (7) days of receipt of insurers' notification to that effect. Simultaneously with the Certificates of Insurance,the Contractor shall file with the Project Lead a certified statement as to claims pending against the required coverages, reserves established on account of such claims, defense costs expended and amounts remaining on policy limits. 2) In addition,these Certificates of Insurance shall contain the following clauses: a. The Contractor's insurance shall be primary and non-contributory with any insurance or self-insurance purchased by the County. b. The insurance companies issuing the policy or policies hereunder shall have no recourse against the County of Pitkin for payment of any premiums or for assessments under any form of policy. c. Any and all deductibles or self-insured retentions in the above- described insurance policies shall be assumed by and be for the amount of, and at the sole expense of the Contractor. d. Location of operations shall be: "all operations and locations at which work for the referenced Project is being done." 3) Certificates of Insurance for all renewal policies shall be delivered to the Procurement Depaitiiient at procurement@pitkincounty.com, at least fifteen (15) days prior to a policy's expiration date except for any policy expiring on the expiration date of this contract or thereafter. 4) The County reserves the right to request and receive a copy of any policy and any policy endorsement at any time during the term of this contract. VIII. Exemptions and Preferences. A. All purchases of construction or building or any other materials for any Contract shall not include Federal Excise Taxes or Colorado State or local sales or use taxes. Pitkin County is exempt from such taxes under registration numbers 98-02624 and 84-78000-5K. B. Pursuant to state statute and to the extent permitted by law, Colorado labor shall be employed to perform the Project to the extent of not less than eighty percent(80%) of each type or class of labor employed on such project; except for highway construction,which is subject to C.R.S. §43-2-208,which provides that all laborers shall be bona fide residents of Colorado with a preference to residents of the County where the Project is performed. IX. Protection and Restoration of Property and Landscape; Hazardous Materials. 12 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 A. Protection and Restoration of Property and Landscape. 1) The Contractor shall be responsible for the preservation of all public and private property and shall carefully protect from disturbance or damage all land and property, as well as any monuments and property marks until the Project Lead has witnessed or otherwise referenced their location and shall not remove them until directed. 2) The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the Project, resulting from any act, omission, neglect, or misconduct in its manner or method of executing the Project, or at any time due to defective Project work or materials, and said responsibility shall not be released until the project shall have been completed and accepted. 3) When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission,neglect, or misconduct by the Contractor in the execution of the Project, or in consequence of the non-execution thereof by the Contractor,it shall restore, at its own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise restoring as may be directed, or it shall make good such damage or injury in an acceptable manner. 4) Materials storage, equipment parking, vehicle parking and stockpiling excavated materials shall be allowed only in those areas designated by the Project Lead. 5) If the Contractor disturbs any of the landscape not called for removal, it shall restore those areas as directed by the Project Lead at the Contractor's expense. B. Hazardous Materials 1) The County shall not be responsible for the cost of and the removal or cleanup of Hazardous Materials found in any materials brought to the Project site, after the Project site is turned over to the Contractor. 2) The Contractor shall provide the Project Lead with a written certification each time materials or equipment is brought onto the Project site that such materials or equipment do not contain Hazardous Materials. X. County Work at the Project Site. A. The County may perform other work related to the Project at the site by the County's own forces, have other work performed by utility owners or let other direct contracts therefor which shall contain terms similar to these. The Contractor shall perform and coordinate its activities with other contractors to avoid conflict and minimize disruptions. B. The Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or the County if the County is performing the additional work with the County's employees) proper and safe access to the site and a 13 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the work with theirs. The Contractor shall do all cutting, fitting and patching of the Project that may be required to make its several parts come together properly and integrate with such other work. The Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of Project Lead and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of the Contractor in said direct contracts between the County and such utility owners and other contractors. C. If any part of the Contractor's Project depends for proper execution or results upon the work of any such other contractor or utility owner (or the County), the Contractor shall inspect and promptly report to the Project Lead in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. The Contractor's failure to report such conditions will constitute an acceptance of the other work as fit and proper for integration with the Contractor's Project except for latent or non-apparent defects and deficiencies in the other work. XI. Changes in the Project and Use of Change Orders. A. The County may, from time to time,request changes in the scope of services of the Contractor to be performed hereunder. 1) The Project Lead shall issue a notice informing the Contractor of a planned change in the Project and requesting the Contractor's detailed price proposal and adjusted schedule of work. The Contractor shall submit a priced proposal for performing the proposed change in the Project within five (5) days of notice or such other time acceptable to both parties. When the Contractor and the County reach agreement on the adjustments to the Contract price and/or Contract time, and changes in the Project, such adjustments shall be promptly recorded in an executed Change Order. B. All Contractor initiated change requests shall be submitted to the County and the Project Lead in a letter or written notice with the reference notation "Contractor Change Request". If the Contractor: (i) receives any oral or written instructions, directives or interpretations of Contract Documents, or determinations from the Project Lead or, (ii) identifies what it believes are design errors or omissions in the Contract Drawings or Specifications, or (iii) encounters a differing site condition; or, (iv)is delayed in the progress of the Project; or, (v)becomes aware of any other matter or circumstance which it believes would require a change in the Contract Price or Contract Time, the Contractor shall give the Project Lead prompt written notice of such matters. 1) All Contractor change requests shall be dated, numbered sequentially, and shall describe the action or event which the Contractor 14 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 believes may require an extension in time,price or other modification. The Contractor shall also provide descriptions of possible Contractor actions or solutions to minimize the cost of the Contractor change request and,provide an estimate of the adjustment in the Contract price and/or Contract time, which it believes is appropriate. 2) Contractor Time Requirements a. With respect to orders, instructions, directives, interpretations, determinations, or the discovery of any errors or omissions in this Contract, a Contractor change request shall be submitted before the Contractor acts on them, but in no event more than ten (10) consecutive calendar days after they were received or discovered. b. With respect to any differing site conditions, a Contractor change request shall be submitted before the conditions are disturbed,but in no event more than ten (10) consecutive calendar days after the conditions are first discovered. c. With respect to delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the delay,but in no event more than ten(10) consecutive calendar days therefrom. d. With respect to any matters or circumstance which the Contractor believes would require a change, including delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the matter or circumstance,but in no event more than ten (10) consecutive calendar days after the Contractor becomes aware of such circumstance or matter. 3) Submittal Requirements and Waiver of Claims a. If the Contractor does not submit a Contractor change request within the time required above, any action by the Contractor related to such order, direction, instruction, interpretation, determination, design error or omission, or other matter, including delays or differing site conditions, will not be considered by the County as a change to the Project and the Contractor waives any claim for an adjustment on the Contract price or the Contract time. b. The Contractor shall, at the time a Contractor change request is submitted provide the Project Lead with a complete and itemized proposal of Contract price and time adjustments. The proposal shall also contain a detailed explanation, citing all applicable provisions in this Contract, which supports the Contractor change request. If the Contractor does not submit its itemized proposal within the time described above or within such extension, which the Project Lead, in his/her discretion may have granted in writing, it waives any claim for an adjustment in the Contract price or Contract time arising out of the act or event described in the Contract change request. 15 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 c. If a Contractor change request is denied by the Project Lead, in whole or in part, any claim for an increase in the Contract price or Contract time arising out of the act or event described in the Contractor change request is waived unless the Contractor timely complied with the provisions of paragraphs 2(a-d) of this Section. XII. Warranty and Guarantee; Tests and Inspections; Correction, Removal or Acceptance of Defective Project Work A. Warranty. 1) The Contractor warrants and guarantees to the County that all Project work, whether supplied, furnished, installed, provided, or performed by Contractor, a subcontractor, or supplier, will be in accordance with this Contract and will not be defective and that all Project work shall be performed in a skillful and workmanlike manner. Additionally, the Contractor shall warrant that all equipment which is incorporated into the Project or any subsystem shall be new, free from liens and defects in design,have clear title, be free from faulty materials and workmanship, and shall conform in all aspects to the terms of this Contract, to the drawings issued for manufacture by the Contractor, and shall be in conformance with the those technical specifications provided in Section II (Scope of Work) of this Contract and Contractor's Proposal. Except where longer periods of warranty are indicated for certain items, Contractor warrants Project work, whether furnished, installed, provided, performed or supplied by Contractor, a subcontractor or supplier,to be free from faulty materials and workmanship and that each piece of equipment or any part thereof incorporated into the Project or any subsystem shall conform to the aforementioned warranty and guarantee provisions and be free from failure for a period of not less than two (2)years from date of Final Payment. Landscaping replacement shall be warranted for two (2)growing seasons. 2) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Project work performed and materials furnished under the Contract,the Contractor shall: a. Obtain all warranties that would be given in normal commercial practice. To the extent that the subcontractor's, manufacturer's, or supplier's, standard warranty exceeds the minimum County requirements as set forth in this Section or elsewhere in this Contract, the subcontractor's, manufacturer's, or supplier's standard warranty shall apply. b. Require all warranties to be executed,in writing, for the benefit of the County, if directed by the Project Lead; or c. Enforce all warranties for the benefit of the County, if directed by the Project Lead. 16 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 d. Assign all warranties and guarantees in writing to the County upon the request of the County. B. Access to Project. The Project Lead and the Project Lead's representatives, other representatives of the County, testing agencies and governmental agencies with jurisdictional interests shall have access to the Project, at any time for their observation, inspecting and testing. Contractor shall provide proper and safe conditions for such access. C. Tests and Inspections. 1) The Contractor shall cooperate with material testing persons and firms, and for required inspections, and compliance and approval tests for the work performed by the Contractor or its subcontractor. 2) If any laws, ordinances,rules,regulations, code or order of any public body having jurisdiction requires any Project work (or part thereof) to specifically be inspected,tested or approved,the Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish the Project Lead the required certificates of inspection, testing or approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or re-testing required in connection with the County's or the Project Lead's acceptance of a supplier of materials or equipment proposed to be incorporated in the Project, or of materials or equipment submitted for approval prior to the Contractor's purchase thereof for incorporation in the Project.The cost of all inspections,testing,re-testing and approvals in addition to the above which are required by this Contract shall be paid by the Contractor (unless otherwise specified). The County will conduct and pay for the conformance tests on materials installed in-place,and the Contractor shall pay for re-testing of all failing and non-conforming materials thereafter. 3) All inspections, tests or approvals other than those required by laws, ordinances, rule, regulations, code, or order of any public body having jurisdiction shall be performed by organizations acceptable to the Project Lead. 4) If any Project work (including the work of others) that is to be inspected, tested or approved is covered without written concurrence of the Project Lead, it must be uncovered for observation. Such uncovering and testing when required by the Project Lead shall be at the Contractor's expense. 5) Neither observations by the Project Lead nor inspections, tests or approvals by others shall relieve the Contractor from the Contractor's obligations to perform the Project in accordance with this Contract. D. Correction or Removal of Defective Work. If required by the Project Lead or the County,the Contractor shall promptly, as directed,either correct all defective Project work, whether or not fabricated, installed or completed, or, if the Project work has been rejected by the Project Lead or the County,remove it from the site and replace it with non-defective Project work. The Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby. 17 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 E. Correction Period. If within two (2)years after the date of Final Payment or such longer period of time as may be prescribed by laws or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Project work is found to be defective, the Contractor shall promptly without cost to County and in accordance with County's written instructions, either correct such defective Project work, or, if it has been rejected by County,remove it from the site and replace it with non-defective Project work. If the Contractor does not promptly (within seven (7) days from receipt) comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the County may have the defective Project work corrected or the rejected Project work removed and replaced,and all direct,indirect and consequential costs of such removal and replacement(including but not limited to fees and charges of engineers, architects, attorneys and other professionals) will be paid by the Contractor. Contractor shall also pay for any damage to other Project work, other property, or person,which occurred as a result of the defective Project work. F. County May Correct Defective Work. If the Contractor fails within ten (10) consecutive calendar days after written notice of the Project Lead or the County to proceed to correct and to correct defective Project work or to remove and replace rejected Project work as required by the Project Lead or the County in accordance with paragraph D of this Section,or if the Contractor fails to perform the Project work in accordance with the Contract Documents, or if the Contractor fails to comply with any other provision of the Contract Documents,the County may, after seven(7)days' written notice to the Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the County shall proceed expeditiously to the extent necessary to complete corrective and remedial action. The County may exclude the Contractor from all or part of the site,take possession of all or part of the Project, and suspend the Contractor's services related thereto, take possession of the Contractor's tools, appliances, construction equipment and machinery at the site and incorporate in the Project all materials and equipment stored at the site or for which the County has paid the Contractor but which are stored elsewhere. The Contractor shall allow the County, the County's representatives, agents and employees such access to the site as may be necessary to enable the County to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of the County in exercising such rights and remedies will be charged against the Contractor, and a Change Order will be issued by the County incorporating the necessary revisions in the Contract price. Such direct, indirect and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of the Contractor's defective Project work. The Contractor shall not be allowed an extension of the Contract time because of any delay in performance of the Project work attributable to the exercise by the County of the County's rights and remedies hereunder. 18 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 XIII. Liquidated Damages. It is the County's intent to complete this project no later than September 22, 2017. Liquidated damages of one thousand dollars and zero cents ($1,000.00)per calendar day shall be paid if project is not completed by that deadline. A. Time for Completion. It is hereby understood and mutually agreed, by and between the Contractor and the County, that the date of beginning Project work and the time of completion as specified herein are essential conditions of the Contract. The Contractor agrees that said Project shall be prosecuted regularly, diligently, and at such rate of progress as will ensure completion within the time(s) specified. It is expressly understood and agreed,by and between the Contractor and the County,that the time(s) for completion of the Project described herein are reasonable time(s) for the completion of the Project, taking into consideration the average climatic conditions prevailing in the locality of the Project. B. Time is of the Essence to the Contract. It is further agreed that time is of the essence in completing the Project, and that the Project Work Schedule and all dates set forth therein and where in this Contract, an additional time is allowed for the completion of the Project, the new time limit fixed by such extension shall be of the essence of the Contract. C. Liquidated Damages. Completion of the Project is of paramount importance to the County. If any portion of the Project is not completed in accordance with any time extensions granted by the County,the County will suffer damage,the extent of which will be impractical and extremely difficult to estimate accurately. Therefore, as part of the consideration for executing the Contract,it is hereby agreed that the Contractor shall pay to the County the liquidated damage amounts specified in the Contract. This particular provision shall not be construed as a penalty upon said Contractor for failing fully to complete said Project as agreed in the Proposal and this Contract nor is it intended,but as Liquidated Damages to compensate the County for all costs incurred as a result of such breach of Contract. D. Delays in Project Completion of Construction Phase. Subject to the terms of "Excusable Delays", as contained in paragraph E of this Section, the Contractor expressly agrees to pay the County as a reasonable estimate of just compensation for damages contemplated with the clause,the amount set forth as liquidated damages for each consecutive calendar day that completion is delayed in the construction of the Project. E. Excusable Delays -Force Majeure. If, by reason of Force Majeure, any party hereto shall be rendered unable wholly or in part to carry out its obligations under this Contract then such party shall give notice and full particulars of such Force Majeure in writing to the other party within a reasonable time after occurrence of the event or cause relied upon, and the obligation of the party giving such notice, so far as it is affected by such Force Majeure, shall be suspended during the continuance of the liability then claimed, but for no longer period, and any such party shall remove or overcome such inability with all reasonable dispatch. The term Force Majeure as employed herein, shall mean acts of God, strikes, lockouts, or other industrial disturbances, acts of public enemy, orders of any kind of the Government of the United States or the State of Colorado or any political subdivision,except the County, or any civil or military authority, insurrection, riots, epidemics, landslides, lightning, earthquakes, fires,hurricanes, storms, floods,washouts, droughts, arrests,restraint of 19 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 government and people, civil disturbances, explosions, breakage or accidents to machinery, pipelines, or canals, or other causes not reasonably within the control of the party claiming such inability. It is understood and agreed that the settlement of strikes and lockouts shall be entirely within the discretion of the party having the difficulty, and that the above requirement that any Force Majeure shall be remedied with all reasonable dispatch shall not require the settlement of strikes and lockouts by acceding to the demands of the opposing party or parties when such settlement is unfavorable to it in the judgment of the party having the difficulty. F. Cumulative Remedy. The liquidated damages referred to herein are intended to be and are cumulative and shall be in addition to every other remedy now or hereafter enforceable at law, in equity,by statute, or under Contract. XIV. Termination of Contract A. The County may terminate this Contract upon the occurrence of any one or more of the following events: 1) If the Contractor commences a voluntary case under any chapter of the Bankruptcy Code(Title II,United States Code), as now or hereafter in effect, or if Contractor takes any equivalent or similar action by filing a petition or otherwise under any other federal or state law in effect at such time relating to the bankruptcy or insolvency; 2) If a petition is filed against Contractor under any chapter of the Bankruptcy Code as now or hereafter in effect at the time of filing, or if a petition is filed seeking any such equivalent or similar relief against Contractor under any other federal or state law in effect at the time relating to bankruptcy or insolvency; 3) If the Contractor makes a general assignment for the benefit of creditors; 4) If a trustee, receiver, custodian or agent of Contractor is appointed under applicable law or under Contract, whose appointment or authority to take charge of property of Contractor is for the purpose of enforcing a Lien against such property or for the purpose of general administration of such property for the benefit of Contractor's creditors; 5) If the Contractor persistently fails to perform the Project in accordance with this Contract including but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the work schedule established in this Contract; 6) If the Contractor disregards laws, ordinances, rules, regulations, or orders of any public body having jurisdiction. B. Termination Prior to Expiration of Contract Term. The County has the right to terminate this Contract, with or without cause, by giving written notice to the Contractor of such termination and specifying the effective date thereof. Such notice shall be given at least ten (10) days before the effective date of such termination. In such event all finished or unfinished documents, data, studies and reports prepared by the Contractor pursuant to this Contract shall become the County's property. Contractor shall be entitled to receive compensation in accordance with the Contract for any satisfactory Project work completed pursuant 20 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 to the terms of this Contract prior to the date of termination. Notwithstanding the above, Contractor shall not be relieved of liability to the County for damages sustained by the County by virtue of any breach of the Contract by the Contractor. XV. Independent Contract Status. A. The parties to this contract intend that the relationship between them contemplated by the contract is that of independent contractor. Contractor, and any agent, employee, or servant of Contractor shall not be deemed to be an employee, agent, or servant of Pitkin County. B. Contractor is not required to offer his services exclusively to Pitkin County under this contract. Contractor may choose to work for other individuals or entities during the term of this contract, provided that the basic services and deliverable products required under this contract are submitted in the manner and on the schedule defined under this contract. C. Contractor warrants that all work produced will conform to all applicable industry standard of care, skill and diligence in the performance of Contractor's obligations under this contract. D. Contractor shall not attempt to oversee or supervise the work or actions of any Pitkin County employee, servant or agent in the course of completing work under this contract. E. Contractor is not entitled to any Workers' Compensation benefits through Pitkin County and is responsible for payment of any federal, state,FICA and other income taxes. F. The Contractor shall be required to complete and submit to the County, a Form W-9 Taxpayer Identification Number Request. XVI. Computation of Time. A. When any period of time is referred to in this Contract by days,it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a legal holiday, such day will be omitted from the computation. B. All times stated in this Contract are of the essence. XVII. Records and Cost Pricing Data. A. The Contractor shall maintain in a safe place at the site one record copy of all Drawings, Specifications,Addenda,Written Amendments, Change Orders,Project Directive Changes, Field Orders and written interpretations and clarifications in good order and annotated and updated weekly to show all changes made during construction. These record documents together with all approved samples will be available to the Project Lead for reference. Upon completion of the Project, these record documents and samples will be delivered to the Project Lead for the County. B. The Contractor shall maintain all data and records pertinent to the Project performed under this Contract,in accordance with generally accepted accounting principles,and shall preserve and make available all data and records until the expiration of three (3) years from the date of final payment under this Contract, or for such longer period, if any, as is required by applicable statute or by other articles of this Contract. The 21 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 County shall have access to all such data and records for such time period to inspect, audit and make copies thereof during normal business hours. The Contractor covenants and agrees that it shall require that any subcontractor utilized in the performance of this Contract permit the authorized representatives of the County to similarly inspect and audit all data and records of said subcontractors relating to the performance of said subcontractors under this Contract for the same time period. C. If this Contract is completely or partially terminated,the records relating to the Project terminated shall be made available for three (3) years after any resulting final termination payment. D. Records pertaining to appeals or to litigation or the settlement of claims arising under or relating to the performance of this Contract shall be made available until disposition of such appeals, litigation, or claims. XVIII. Miscellaneous. A. Any use of subcontractors by the Contractor for performance of this Contract must be accepted in writing by the County. B. Severability. If any term, section, or other provision of this Contract shall, for any reason,be held to be invalid or unenforceable, the invalidity or unenforceability of such term, section, or other provision shall not affect any of the remaining provisions of this Contract, and to this end, each term, section and provision of this Contract shall be severable. C. Integration and Modification. This Contract represents the entire and integrated Contract between the County and the Contractor and supersedes all prior negotiations, representations, or Contract, either written or oral. This Contract may be amended only by written Contract signed by both the County and the Contractor. D. Contract Made in Colorado. The parties agree that this Contract was made in accordance with the laws of the State of Colorado and shall be so construed. Venue is agreed to be exclusively in the courts of Pitkin County, Colorado. E. Attorney's Fees. In the event that legal action is necessary to enforce any of the provisions of this Contract, the substantially prevailing party shall be entitled to its costs and reasonable attorney's fees. F. Governmental Immunity. Contractor agrees and understands that Pitkin County is relying on and does not waive the monetary limitations or terms or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, C.R.S., § 24-10-101, et seq., as from time to time amended, or otherwise available to Pitkin County or any of its officers, agents or employees. Further, nothing in this Contract shall be construed or interpreted to require or provide for indemnification of the Contractor by the County for any injury to any person or any property damage whatsoever which is caused by the negligence or other misconduct of the County or its agent or employees. G. Current Year Obligations. The parties acknowledge and agree that any payments provided for hereunder or requirements for future appropriations shall constitute only currently budgeted expenditures of Pitkin County. Pitkin County's obligations under this Contract are subject to Pitkin County's annual right to budget and appropriate the sums necessary to provide the services set forth herein. No 22 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 provisions of the Contract shall constitute a mandatory charge or requirement in any ensuing fiscal year beyond the then current fiscal year of Pitkin County. H. Notice. Any notice required or permitted under this Agreement shall be in writing and shall be hand-delivered or sent by registered or certified regular mail, postage pre-paid and via e-mail(electronic delivery)to the mailing and e-mail addresses set forth below. Each party by notice sent under this paragraph may change the address to which future notices should be sent. Electronic delivery of notices shall be considered delivered upon receipt of confirmation of delivery on the part of the sender. To Pitkin County: with copies to: Rich Englehart Pitkin County Attorney's Office 123 Emma Rd., Suite #106 123 Emma Rd., Suite#204 Basalt, CO 81621 Basalt, Colorado 81621 Email: Email: Attorney@pitkincounty.com Rich.Englehart@pitkincounty.com To Contractor: Restruction Corporation 3870 Platte Ave Sedalia, CO 80135 Phone: (303) 688-8244 Email: bruce@restruction.com I. Waiver. No waiver by either party of any right, term or condition of this Contract shall be deemed or construed as a waiver of any other right, term or condition,nor shall a waiver of any breach hereof be deemed to constitute a waiver of any subsequent breach, whether of the same or of a different provision of this Contract. XIX. Contractor's Representations. A. In order to induce County to enter into this Contract, Contractor makes the following representations: 1) Contractor has familiarized himself with the nature and extent of this Contract, Project, locality, and with all local conditions and federal, state, and local laws, ordinances, rules and regulations that in any manner may affect cost, progress, or performance of Project. 2) Contractor has carefully studied the site and has performed all necessary investigations, tests, and subsurface investigations to define the latent physical conditions of the construction site affecting cost, progress, or performance of Project. 3) Contractor has made or caused to be made examinations, investigations, and tests and studies of such reports and related data as it deems necessary for the performance of Project at the Contract price,within the Contract time, and in accordance with the other terms and conditions of this Contract; and no additional examinations, investigations, tests, reports, or similar data are or will be required by Contractor for such purposes. 23 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 4) Contractor has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of this Contract. 5) Contractor has given Project Lead written notice of all conflicts, errors, or discrepancies that it has discovered in this Contract, and the written resolution thereof by Project Lead is acceptable to Contractor. 6) By executing this Contract, the Contractor represents that it has visited the site, familiarized itself with the local conditions under which the Project work is to be performed(including weather conditions which can be expected), and correlated its observations with the requirements of this Contract. 7) The undersigned representative of Contractor represents that it is an authorized representative of Contractor for the purposes of executing this Contract and that it has full and complete authority to enter into this Contract on behalf of Contractor. XX. Counterparts. This Contract may be executed in multiple counterparts,each of which shall constitute an original,but all of which shall constitute one and the same document. XXI. Public Contracts for Services and Public Contracts with Natural Persons. In conformance with the provisions of C.R.S. §§ 8-17.5-101, et seq., as amended and C.R.S. §§ 24-76.5-101, et seq., as amended: A. PUBLIC CONTRACTS FOR SERVICES. §§8-17.5-101, et seq. C.R.S. [Not applicable to agreements relating to the offer, issuance, or sale of securities, investment advisory services or fund management services, sponsored projects, intergovernmental agreements, or information technology services or products and services] Contractor certifies, warrants, and agrees that it does not knowingly employ or contract with an illegal alien who will perform work under this Contract and will confirm the employment eligibility of all employees who are newly hired for employment in the United States to perform work under this Contract, through participation in the E-Verify Program established under Pub. L. 104-208 or the State verification program established pursuant to §8-17.5-102(5)(c), C.R.S., Contractor shall not knowingly employ or contract with an illegal alien to perform work under this Contract or enter into a contract with a Subcontractor that fails to certify to Contractor that the Subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this Contract. Contractor(i) shall not use E-Verify Program or State program procedures to undertake pre-employment screening of job applicants while this Contract is being performed, (ii) shall notify the Subcontractor and the contracting State agency within 3 days if Contractor has actual knowledge that a Subcontractor is employing or contracting with an illegal alien for work under this Contract, (iii) shall terminate the subcontract if a Subcontractor does not stop employing or contracting with the illegal alien within 3 days of receiving the notice, and (iv) shall comply with reasonable requests made in the course of an investigation, undertaken pursuant to §8-17.5-102(5), C.R.S., by the Colorado Department of Labor and 24 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 Employment. If Contractor participates in the State program, Contractor shall deliver to the contracting State agency, Institution of Higher Education or political subdivision, a written,notarized affirmation,affirming that Contractor has examined the legal work status of such employee,and shall comply with all of the other requirements of the State program. If Contractor fails to comply with any requirement of this provision or §§8-17.5-101 et seq., C.R.S., the contracting State agency, institution of higher education or political subdivision may terminate this Contract for breach and, if so terminated, Contractor shall be liable for damages. PUBLIC CONTRACTS WITH NATURAL PERSONS.§§24-76.5-101,et seq.,C.R.S. Contractor, if a natural person 18 years of age or older, hereby swears and affirms under penalty of perjury that he or she (i) is a citizen or otherwise lawfully present in the United States pursuant to federal law, (ii) shall comply with the provisions of§§24-76.5-101 et seq., C.R.S., and (iii) has produced one form of identification required by §24-76.5-103, C.R.S. prior to the Effective Date of this Contract. 25 Contract#234.2017 Rev.2/13/17kjm Budget Line Item# 110.18.92818.86261 IN WITNESS WHEREOF,the parties have executed this Contract as of the date first set out herein above. RESTRUCTION CORPORATION Tim Gux,itna Aug-22-2017 Tim Gumina Date President PITKIN COUNTY, COLORADO SECTION APPROVAL: Ka,flit/A-Um' Aug-22-2017 Rich Englehart Date COO MANAGER APPROVAL: �atn et,aaffc Aug-24-2017 Jon Peacock Date County Manager 26 WiiiIIHD Restruction 11111111 Corporation Specialists in Structural Repair August 3, 2017 David Detwiler Integrated Construction Solutions 453 Mediterranean Way Grand Junction, CO 81507 RE: Pitkin County Sheriff and Administration PT-Repairs David, On Wednesday 7/19 and 7/20 Restruction Corporation conducted an investigation of the 3rd level exposed bundles of post tensioned cables at the Pitkin County Sheriff and Administration Remodel Project located at 530 E. Main St. in Aspen, CO.This investigation was used to determine the extent of the PT damage as well as the as built construction of the building. Summary of Findings: It is our understanding that these damage locations were discovered when tenant finishes were removed by the GC at the beginning of the demolition phase and not caused by the current renovation project.This would lead us to believe the damage likely occurred during or shortly after original construction in 1976 or during the renovation that occurred sometime in the 1990's. In the north damage location, there is a bundle of 5 strands that are swept around an opening in the slab. It appears the detensioning/concrete damage occurred due to a lack of concrete cover to resist the lateral forces in the strand following tensioning.This damage likely occurred shortly after original construction and the strands may have never been restressed following the damage event. It was found that four of the cables had become detensioned and were no longer supporting the intended loads. One cable remained tensioned. In the south damage location, a bundle of 8 strands is exposed in a concrete spall. 6 of the strands in this location were found to be detensioned.The spall is approximately 1'6" wide by 8' long.The reinforcing steel located within this patch is also bent indicating that the strands lost tension in an instantaneous forceful damage event.There is no immediate sign as to the cause of the strand damage such as a core or other cuts into the slab. The end anchor locations were unable to be visually inspected due to the brick, roofing, and architectural finishes. No corrosion on the PT cables was found in any of the investigation locations. No signs of distress in the slab are present other than the noted blow out locations. Ground Penetrating Radar and destructive investigation determined that the E/W column lines contain bundles of 12 strands total.The strands are spaced evenly at the end anchors at about 1' O.C. spacing.Their layout was able to be determined through GPR scanning and feel when there was a large enough void between the end of the slab and the brick.The strands then form different configurations of bundles based on the mechanical openings in the slab. Single strands can be found at approximately 2'6" o.c. spacing in both directions. N/S column lines are believed to contain bundles of two PT strands (investigation was focused on the E/W strand bundles, but one bundle of N/S strands was found during the course of the investigation). Not all 12 of the strands in the bundles are found to be high at the columns for shear strengthening and low at the mid span for moment strengthening as would be inspected. Instead only 9 of the cables were found to have this configuration while the other 3 were found to remain higher in the slab at midspan. We believe that the likely reason for this is that not all 12 of the strands were required for the moment strengthening due to the shorter than typical PT slab span between columns. However, all 12 cables are likely required for the shear strengthening at the columns. Recommended Repair Methodology: Repairing the tendons themselves in these locations is difficult due to the tendons being in a bundle, running over a column, sweeping horizontally around the openings in the slab, lack of concrete cover, and unknown causes of damage.There is the potential for shoring requirements, exterior finish removal/replacement, large areas of concrete demolition, etc... with the tendon repairs. Due to this we believe abandoning the untensioned strands in place and installing Carbon Fiber Reinforced Polymer (CFRP) to make up for the lost load from the tendons to be the best repair methodology. Concrete repairs to the spalled concrete and investigation locations will be repaired prior to installation of the new CFRP. In addition,the exposed tendons in the north location should be encased in concrete to protect the tendons and prevent the one tendon still holding load from slipping and blowing out. Engineered and stamped repair drawings by Infrastructure Consulting Engineers (ICE) can be seen attached. A detailed summary of the required repairs can be seen below: • Mobilize personnel, equipment, and materials to the job site. • Load materials and equipment to the third level and roof. • Sawcut perimeter of concrete spall and investigation areas to provide square repair patches. • Demo unsound concrete at spall locations. • Demo sound concrete at investigation locations to provide uniform square patch locations. • Protect exposed tendons from water by installing a combination of new sheething and tape. • Drill and set new epoxy dowels for overhead patches as outlined in the ICE drawings. • Set new reinforcing steel as outlined in the drawings. • Roughen surface at north repair location to provide good mechanical bond for tendon encasement. Colorado Utah Arizona 3870 Platte Ave 2612 South 3270 west 2127 Priest Dr.STE#405 Sedalia,Co 80135 West Valley City,UT 84119 Tempe,AZ 95282 303-688-8244 801-972-1190 480-557-9174 www.restruction.com • Prepare concrete substrate for repair material placement via sandblasting, grinding, wire wheel, etc... • Place BASF MasterEmaco T1060 rapid setting shrinkage compensated repair mortar in horizontal repair locations. • Install via drypacking BASF MasterEmaco N 350 CI polymer modified lightweight vertical repair mortar in the small investigation locations. • Form north tendon encasement location and south spall repair location. • Pump Sikagrout 328 high performance precision grout in concrete south spall location and in north encasement location. • Allow proper cure and remove forms. • Remove residual roofing mastic on roof slab and prepare roof concrete for CFRP placement via scarifying, grinding, and/or sandblasting. • Prepare overhead concrete substrate via grinding and/or sandblasting. • Build FRP saturating table. • Install Simpson Strong Tie CUCF22 FRP as shown on the ICE repair drawings. • Conduct Adhesion Testing to verify bond of FRP to existing concrete substrate. • Provide Lab FRP sample panel testing to verify FRP material properties. • Provide final site cleanup and demobilize from the job site. The cost to complete the repairs as outlined above Is$65,335.00 We anticipate the work to take approximately three weeks to complete. Conditions of Estimate • No permit or bonding costs have been included. • No prevailing wage costs have been included. • GC to provide restroom facilities. • GC to provide dumpster. • Work to occur M-S between 7:30 AM and 6:00 PM. • FRP adhesion testing will be conducted by Restruction Personnel.The owner's testing agency will observe and report the results of said testing. • Design assumes existing slab was properly designed and constructed. • No flame and smoke spread coating has been included. • No painting of FRP has been included. Colorado Utah Arizona 3870 Platte Ave 2612 South 3270 west 2127 Priest Dr.STE#405 Sedalia,Co 80135 West Valley City,UT 84119 Tempe,AZ 95282 303-688-8244 801-972-1190 480-557-9174 www.restruction.com Sincerely, Gary Metz Project Manager II Colorado Utah Arizona 3870 Platte Ave 2612 South 3270 west 2127 Priest Dr.STE#405 Sedalia,Co 80135 West Valley City,UT 84119 Tempe,AZ 95282 303-688-8244 801-972-1190 480-557-9174 www.restruction.com , ....: q - 1. ill 5 i 11 , 1 1 I li X I ill! en C- g 3 1 i i 1 i C4 3 , 0 ^ IR :2 g t' g 8 ' 111111 al I ':: V..... •-•.. 4.... c.. ..._ A liJ ..' ,i — IL\ • 2 i 0 — ---.. :1 i Eli o g ..s.i I 1 I 11 ''.' ' ....J _ rr- , 1 11 I ‘1.\ ..-1. 11 ---- -- I 1 1 I I i 1-II ' Y... NI IA I I I1,L - 111 ,,,..... 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I miimmemismitim • T L 4 1 ----- Popi 0(p\-o</5 h r, rj2 P L. 9c4-r# 47 I� aoF Pr-iC N 1 4 (E) s , i wo Li ) T . - 11, wr I/ MIN. 9r/ rt 6 l'b 6 c,. ., orp 1 i tv . . • II 41i'r��grtAl) SIK CVicK Y0}r� po Jb1 D) T1 fa: to ' - PA >_< ,d L \- ; _ CE /}G r Iv ND019 lin IN_ I 31 curev4r) ( )-A-4 s Ci 1 EN CA PSu1-ATL--- FAL4-E..2--------r A/ 2 oN4 " Project PCB S L 5 Project No. J.Z� Infrastructure /� Consultants Subject K pp P SL1 f3 I r vA rRS Date g J2//7 Engineers LLC Client R r VC T 1 pt'( Sheet No. 1/ 3051 S.Dexter Way, Denver,Colorado 80222 Made By /-/ E)_S:LA-13 . - F- ox. ......7..LN._. .D w.6.0 r a M1X(_ �1� iy CEo I 1 b _ _AL-TER )Y A�1E r F r P - T ` i S1 1C 4 0,1 I C K AO il / oR ErcivA L r CO\ l'- °Aid Ar Sov-1` 11 �9AS.,L .. 1 + t . r _ T 1 ,- 1 1 . __. r , r F F T F L i ..__.._____ 1 1 F F i , T 1 , 1 - F y r ,- ` r 1.. r___ , F I 1 1 i F - F I Simpson Strong-Tie®Composite Strengthening Systems CSS-CUCF22SIMPSON Strong-Tie Code-Listed Unidirectional Carbon Fabric DESCRIPTION CSS-CUCF22 is a unidirectional, high-strength, non-corrosive carbon fabric designed to be field laminated with CSS-ES/CSS-UES saturant resin to create a carbon-fiber-reinforced polymer(CFRP)composite for structural reinforcement applications.This product has been evaluated per ICC-ES AC125 for concrete and unreinforced masonry strengthening using externally bonded fiber-reinforced polymer(FRP)composite systems.This product is NSF-listed safe for potable water. Please refer to the NSF listing for the NSF 61—listed application. This product is part of the tested assembly in UL Design No. N861, which achieved a four-hour fire rating when subjected to ASTM E119/UL 263 full-scale fire testing. Please refer to UL Online Certifications Directory for the UL listing. Meets Class A flame spread/smoke developed requirements when coated with FX-207. CODES PERFORMANCE FEATURES ICC-ES ESR-3403 • High strength • NSF listed (info.nsf.org/ • Lightweight certified/pwscomponents) MATERIAL PROPERTIES • Ambient cure • UL listed Dry Fiber Properties • Non-corrosive (www.ul.com/database) Tensile Strength 670,000 psi (4,600 MPa) • Molds to fit various shapes • Underwater use when • Low aesthetic impact saturated with CSS-UES Tensile Modulus 37,000 ksi (260 GPa) Underwater Saturant Elongation at Break 1.9% • Compatible with many • Component of Class A finish coatings flame spread/smoke Weight 22.0 oz./yd.z(740 g/m2) developed indices test Color Black APPLICATIONS Cured Composite Properties' Seismic Retrofit Damage Repair • Shear strengthening • Deterioration/corrosion Property Design Value2 • Displacement/ductility • Blast/vehicle impact Tensile Strength 128,000 psi (880 MPa) • Life safety Defect Remediation Tensile Modulus 14,200 ksi (98 GPa) Load Rating Upgrade • Size/layout errors Elongation at Break 0.9% • Increased live loads • Low concrete strengths Thickness per Layer 0.04 in. (1.0 mm) • New equipment Blast Mitigation 1. When laminated with CSS-ES or CSS-UES saturating resin,post cured for 48 hours at • Change of use • Hardening 140°F(60°C)and tested per ASTM D3039. • Progressive collapse 2. Tensile properties based on five percent fractile approach per ACI. STRUCTURES • Buildings • Piers/wharfs **** • Bridges • Tunnels MADE IN • Parking garages • Pipes USA • Chimneys mGLGBAL MATERIALS ELEMENTS • Columns • Walls • Beams • Piles • Slabs • Pier caps SUBSTRATES • Concrete • Timber • Masonry • Steel PACKAGING Roll Size(Width x Length) Model No. 12 in. x 300 ft. (305 mm x 91.4 m) CSS-CUCF2212 24 in. x 150 ft. (610 mm x 45.7 m) CSS-CUCF2224 SHELF LIFE 10 years in unopened, undamaged carton STORAGE Store material in a dry area with no exposure to moisture. www.strongtie.com/RPS (800)999-5099 ©2016 Simpson Strong-Tie Company Inc. CSS-C U C F22 Code-Listed Unidirectional Carbon Fabric 2 Design The number of layers, dimensions, and detailing of CSS-UCF22 shall be designed in accordance with ACI 440.2R or another recognized design guideline/code in order to meet the design performance specified for the application. Contact Simpson Strong-Tie for design and technical support. Surface Preparation Repair existing substrate per ICRI Guideline No. 310.1R. Concrete shall be abrasively prepared to achieve an open pore structure and CSP-3 in accordance with ICRI Guideline No. 310.2R by means of grinding, sand blasting, shot blasting, or pressure washing.Application surfaces shall be clean, sound, and free of standing water at time of application.All dust, laitance, grease, curing compounds, and other foreign materials that may hinder the bond must be removed before installation. In some applications, such as column confinement,the engineer may determine that the installation is not bond-critical, in which case abrasive surface preparation is not required. Existing concave and convex surfaces must be filled/transitioned using CSS-EP, thickened CSS-ES/CSS-UES epoxy, or a suitable repair mortar. All corners to be wrapped around shall be rounded to a 3/4 in. (19 mm)minimum radius using a grinder, CSS-EP, or thickened CSS-ES/CSS-UES epoxy. Application CSS installation shall only be performed by contractors and personnel who have been properly trained by Simpson Strong-Tie.Apply one coat of CSS-ES primer using a nap roller.Where minor surface defects are present, apply CSS-EP or CSS-ES/CSS-UES epoxy saturant thickened with fumed silica(maximum ratio of 2 parts fumed silica to 1 part epoxy, by volume) in lifts no thicker than 1 in. (25 mm).Apply the saturated fabric before the primer and paste/thickened epoxy have cured.Sheets can be cut to required length using heavy duty scissors.Saturate fabric mechanically or manually, ensuring that full fiber saturation is achieved.Apply the saturated sheet to the primed surface and remove entrapped air using hand pressure, rollers,or trowels.Apply additional layers as necessary to meet the project requirements,ensuring each layer is in firm contact with the previous layer. Feather all seams and edges with CSS-EP or thickened CSS-ES/CSS-UES epoxy.Allow epoxy to fully cure(approximately 72 hours at 70°F)and lightly sand epoxy before applying finish coating. Pot Life: 1 hour at 70°F(21°C). Cure Time: 72 hours at 70°F(21°C). Limitations CSS installation shall only take place when the ambient and substrate temperatures are between 45°F(7°C)and 95°F(35°C). CAUTION Protective Measures:The use of safety glasses and chemically resistant gloves is recommended. Use appropriate clothing to minimize skin contact.The use of NIOSH-approved respirator is required to protect respiratory tract when ventilation is not adequate to limit exposure below the PEL. Refer to Material Safety Data Sheets(MSDS)available at www.strongtie.com/msds for detailed information. FIRST AID Skin:Wash fibers off skin with water and soap. If fibers are embedded in the skin, remove with tweezers. Discard clothing that may contain embedded fibers. GET MEDICAL ATTENTION if exposure results in adverse effects. Eyes: Immediately flush with a continuous water stream for at least 20 minutes.Washing immediately after exposure is expected to be effective in preventing damage to the eyes. GET MEDICAL ATTENTION. Inhalation: If there is inhalation exposure to the fibers of this product, remove source of exposure and move affected person to fresh air. If not breathing, give artificial respiration. If there is breathing difficulty, give oxygen. GET IMMEDIATE MEDICAL ATTENTION for any respiratory problems. Ingestion: Not expected to occur since ingestion is not a likely route of exposure for this product. If ingestion does occur, DO NOT INDUCE VOMITING. Nothing by mouth if unconscious. GET IMMEDIATE MEDICAL ATTENTION. CLEAN-UP Environmental Precautions Spill/Release and Cleanup Procedures: In case of spill, collect(e.g., sweep up,vacuum, etc.)spilled material and either reuse or dispose of properly. Chopped or milled carbon fibers may be slippery if spilled posing an accident risk.Wear personal protective equipment as described in the MSDS during cleanup activities. LIMITED WARRANTY See www.strongtie.com for information. IMPORTANT INFORMATION It is the responsibility of each purchaser and user of each Product to determine the suitability of the Product for its intended use.Prior to using any Product,consult a qualified design professional for advice regarding the suitability and use of the Product,including whether the capacity of any structural building element may be impacted by a repair.As jobsite conditions vary greatly,a small- scale test patch is required to verify product suitability prior to full-scale application.The installer must read,understand,and follow all written instructions and warnings contained on the product label(s),Product Data Sheet(s),Material Safety Data Sheet(s)and the www.strongtie.com website prior to use.For industrial use only by qualified applicators.KEEP OUT OF R EAC H OF C H I LDR EN! Proposition 65:Products named within this document contain materials listed by the state of California as known to cause cancer,birth defects,or reproductive harm. www.strongtie.com/RPS (800)999-5099 ©2016 Simpson Strong-Tie Company Inc. T-R-CSSCUCF22 111/15 UPDATED 15/23/16 Simpson Strong-Tie®Composite Strengthening SystemsTM CSS- ES SIMPSON Strong-Tie Epoxy Primer & Saturant DESCRIPTION CSS-ES is a two-component, high-strength, high-modulus epoxy resin system used to prime substrates and saturate the Simpson Strong-Tie®Composite Strengthening Systems(CSS)fabrics. When extended with fumed silica,thickened CSS-ES is used as a high-performance substrate repair material and CSS finish coating. This product has been evaluated per ICC-ES AC125 for concrete and unreinforced masonry strengthening using externally bonded fiber-reinforced polymer(FRP)composite systems. This product is NSF-listed safe for potable water. Please refer to the NSF listing for the NSF 61—listed application. This product is part of the tested assembly in UL Design No. N861,which achieved a four-hour fire rating when subjected to ASTM E119/UL 263 full-scale fire testing. Please refer to UL Online Certifications Directory for the UL listing. CODES PERFORMANCE FEATURES ICC-ES ESR-3403 • Long working time • VOC compliant • High elongation • NSF listed MATERIAL PROPERTIES • Ambient cure (info.nsf.org/certified/ Part A&B Properties • Minimal odor pwscomponents) • Component of Class A • UL listed Viscosity Part A:10,400 cps flame spread/smoke (www.ul.com/ at 72°F(22°C) Part B:80 cps developed indices test database) Mixed:900 cps • High versatility Color Part A:Clear APPLICATIONS Part B:Amber Seismic Retrofit Damage Repair Mixed:Clear to Pale Amber • Shear strengthening • Deterioration/corrosion Density Part A:9.76 lbs/US gal. (1.17 kg/L) • Displacement/ductility • Blast/vehicle impact • Life safety Defect Remediation Part B:8.09 lbs/US gal. (0.97 kg/L) Load Rating Upgrade • Size/layout errors Mixed:9.20 lbs/US gal. (1.10 kg/L) • Increased live loads • Low concrete • New equipment strengths Cured Epoxy Properties • Change of use Blast Mitigation Property ASTM Cure Schedule Test Value • Hardening Tensile 7 days at 72°F(22°C) 5,230 psi(36 MPa) • Progressive collapse Strength D638 +3 days at 140°F(60°C) 10,400 psi(72 MPa) STRUCTURES Tensile 7 days at 72°F(22°C) 322,000 psi(2,220 MPa) • Buildings • Piers/wharfs Modulus D638 +3 days at 140°F(60°C) 306,000 psi(2,110 MPa) • Bridges • Tunnels Elongation 7 days at 72°F(22°C) 1.73% • Parking garages • Pipes D638 • Chimneys at Break +3 days at 140°F(60°C) 5.89% ELEMENTS Flexural D790 7 days at 72°F(22°C) 9,150 psi(63 MPa) • Columns • Walls Strength +3 days at 140°F(60°C) 18,300 psi(126 MPa) • Beams • Piles Flexural D790 7 days at 72°F(22°C) 531,000 psi(3,660 MPa) • Slabs • Pier caps Modulus +3 days at 140°F(60°C) 439,000 psi(3,030 MPa) SUBSTRATES Compressive D695 7 days at 72°F(22°C) 15,800 psi(109 MPa) • Concrete • Timber Strength +3 days at 140°F(60°C) 14,400 psi(99 MPa) • Masonry • Steel Compressive 7 days at 72°F(22°C) 434,000 psi(2,990 MPa) PACKAGING Modulus D695 +3 days at 140°F(60°C) 390,000 psi(2,690 MPa) Kit Size Model No. 3 US gallon (11.4 L) CSS-ES-3KT T D3418 7 days at 72°F(22°C) 144°F(62°C) MIXING RATIO e +3 days at 140°F(60°C) 187°F(86°C) 7 days at 72°F(22°C) 9.55 lbs/US gal.(1.15 kg/L) 2A:1B by volume Density D792 SHELF LIFE +3 days at 140°F(60°C) 9.55 lbs/US gal.(1.15 kg/L) 2 years in unopened container � STORAGE MADE IN Store material in a dry area between 45°F(7°C) USA and 95°F(35°C)with no exposure to moisture. mGLGBAL MATERIALS strongtie.com/RPS 1 (800)999-5099 ©2016 Simpson Strong-Tie Company Inc. CSS-ES Epoxy Primer & Saturant 2 Surface Preparation Repair existing substrate per ICRI Guideline No. 310.1R. Concrete shall be abrasively prepared to achieve an open pore structure and CSP-3 in accordance with ICRI Guideline No. 310.2R by means of grinding, sand blasting, shot blasting, or pressure washing. Application surface shall be clean, sound, and free of standing water at time of application. All dust, laitance, grease, curing compounds, and other foreign materials that may hinder the bond must be removed before installation. Mixing Add the premeasured contents of the Part B container to the premeasured contents of the Part A container. Mix with a mixing drill and paddle until uniformly blended (approximately 5 minutes at 500 rpm). When thickened CSS-ES is required, add CAB-O-SIL® TS-720 Fumed Silica by Cabot Corporation before mixing at a maximum ratio of 2 parts fumed silica to 1 part epoxy, by volume. Application Apply epoxy to substrate surfaces using a nap roller. Saturate fabrics using manual or mechanical rollers, ensuring full fiber saturation is achieved. Use trowels to apply thickened epoxy.This product may also be used for near surface mounted (NSM) laminate applications. Pot Life: 1 hour at 70°F(21°C). Coverage Rates: Cure Time: 72 hours at 70°F(21°C). Priming* Saturating** Limitations Concrete: 200 SF/US gal. (4.9 m2/L) 6-12 oz/yd?(204-407 g/m2)fabrics: CMU: 100 SF/US gal. (2.5 m2/L) -75 SF/US gal. (-1.8 m2/L) Brick: 150 SF/US gal. (3.7 m2/L) 18-27 oz./yd 2(611-915 g/m2)fabrics: 'Highly dependent on the substrate condition/profile. -50 SF/US gal. (-1.2 m2/L) These are typical values. CSS-CUCF44 fabric: -25 SF/US gal. (--0.6 m2/L) "Highly dependent on waste.These are typical values. • Only install when the ambient and substrate temperatures • Where moisture vapor transmission is expected, are between 45°F(7°C)and 95°F(35°C) note that CSS-ES will create a vapor barrier • Do not thin epoxy • Do not apply thickened CSS-ES in lifts greater than 1 in.(25 mm) CAUTION Component"A": May cause eye and/or skin irritation. Prolonged or repeated exposure may cause skin sensitization. Component"B": CORROSIVE!Severe irritation to eyes and skin. Prolonged or repeated exposure may cause skin sensitization. Components of this product may affect the central nervous system. Protective Measures:The use of safety glasses and chemically resistant gloves is recommended. Use appropriate clothing to minimize skin contact.The use of NIOSH-approved respirator is required to protect respiratory tract when ventilation is not adequate to limit exposure below the PEL. Refer to Material Safety Data Sheets(MSDS)available at strongtie.com/msds for detailed information. FIRST AID Eye Contact: Immediately flush eyes with plenty of cool water for at least 15 minutes while holding the eyes open. If redness, burning, blurred vision, or swelling persists, CONSULT A PHYSICIAN. Skin Contact: In case of contact, remove product and immediately wash affected area with plenty of soap and water for at least 5 minutes. Do not apply greases or ointments. Remove contaminated clothing. Clean contaminated clothing with soap and water before re-use. If redness, burning or swelling persists, CONSULT A PHYSICIAN. Ingestion: DO NOT INDUCE VOMITING. Never administer anything by mouth to an unconscious person. Rinse out mouth with water,then drink sips of water to remove taste from mouth. CONSULT A PHYSICIAN. Do not leave victim unattended. If vomiting occurs spontaneously, lay victim on side and keep head lower than waist to prevent aspiration. Inhalation: If respiratory irritation or distress occurs, remove victim to fresh air. If breathing is difficult, give oxygen. If breathing stops, apply artificial respiration. CONSULT A PHYSICIAN. CLEAN-UP Environmental Precautions Construct a dike to prevent spreading. Keep out of sewers, storm drains, surface waters and soils. Small Spills: Soak up with an absorbent material, such as clay, sand or other suitable non-reactive material. Place in leak-proof containers. Seal tightly for proper disposal. Large Spills:Approach suspected leaks with caution. Construct a dike or trench to contain material. Soak up with an absorbent material, such as clay, sand or other suitable non-reactive material. Place in leak-proof containers. Seal tightly for proper disposal. Disposal Dispose of container and unused portions in accordance with local, state and federal regulations. Emptied container may contain product residue and should not be reused. LIMITED WARRANTY See strongtie.com for information. IMPORTANT INFORMATION It is the responsibility of each purchaser and user of each Product to determine the suitability of the Product for its intended use.Prior to using any Product,consult a qualified design professional for advice regarding the suitability and use of the Product,including whether the capacity of any structural building element may be impacted by a repair.As jobsite conditions vary greatly,a small- scale test patch is required to verify product suitability prior to full-scale application.The installer must read,understand,and follow all written instructions and warnings contained on the product label(s),Product Data Sheet(s),Material Safety Data Sheet(s),and the strongtie.com website prior to use.For industrial use only by qualified applicators.KEEP OUT OF REACH OF CHILDREN! Proposition 65:Products named within this document contain materials listed by the state of California as known to cause cancer,birth defects,or reproductive harm. strongtie.com/RPS (800)999-5099 ©2016 Simpson Strong-Tie Company Inc. T-R-CSSES 110/13 UPDATED 112/7/16 ESICC Most Widely Accepted and Trusted EVALUATION SERVICE reCarerorwnno (.. .Innovatio LJ RESEARCH LAD nS ICC-ES Report ESR-3403 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Reissued 11/2016 This report is subject to renewal 11/2017. DIVISION: 03 00 00—CONCRETE SECTION: 03 01 00—MAINTENANCE OF CONCRETE REPORT HOLDER: SIMPSON STRONG-TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 EVALUATION SUBJECT: SIMPSON STRONG-TIE COMPOSITE STRENGTHENING SYSTEMS (CSS) ICC ICC ICC ES PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council sum (WSSPC)Award in Excellence" A Subsidiary of rERNATIONAL ODEcouncie ICC-ES Evaluation Reports are not to be construed as representing aesthetics or curt' other attributes not sCC Aa..dn.dCB.P/S specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ANil Ata WWI AMnn OCPS to any finding or other matter in this report, or as to any product covered by the report. moaarCannme A«ridn6 CCH Copyright° 2016 ICC Evaluation Service, LLC. All rights reserved. ESEVIccALUATION SERVICE Most Widely Accepted and Trusted vns�� ICC-ES Evaluation Report ESR-3403 Reissued November 2016 This report is subject to renewal November 2017. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE carbon fabrics or glass fabrics combined with epoxy resin Section: 03 01 00—Maintenance of Concrete to create the FRP composite system, or a carbon fiber precured laminate applied with an epoxy paste. REPORT HOLDER: 3.2 Materials: SIMPSON STRONG-TIE COMPANY, INC. 3.2.1 General: All material must conform to the approved 5956 WEST LAS POSITAS BOULEVARD specifications outlined in the Simpson Strong-Tie CSS PLEASANTON,CALIFORNIA 94588 Quality Control Manual,dated June 18,2015, Revision 0. (800)925-5099 3.2.2 CSS Fabrics: The CSS fabrics are composed of www.stronqtie.com carbon or glass fibers. CSS-CUCF11 and CSS-CUCF22 EVALUATION SUBJECT: unidirectional carbon fabrics come in either 12-inch x 300-foot(305 mm x 91.4 m)or 24-inch x 150-foot(610 mm x 45.7 mrolls. SIMPSON STRONG-TIE COMPOSITE STRENGTHENING comes n)either 12-n hUCF44 x 150-footdirectional(305 mm xarbon 45.7 fabric or SYSTEMS(CSS) 24-inch x 75-foot (610 mm x 22.9 m) rolls. CSS-CUGF27 1.0 EVALUATION SCOPE unidirectional glass fabric comes in 25-inch or 50-inch x 150-foot (635 mm or 1,270 mm x 100 m) rolls. CSS- Compliance with the following codes: CBGF424 bidirectional glass fabric comes in 25-inch or 50-inch x 302-foot (635 mm or 1,270 mm x 92 m) rolls. • 2015, 2012, 2009 and 2006 International Building Codes(IBC) Material properties vary with fiber type designation. • 2015 2012, 2009 and 2006 International Residential, 3.2.3 CSS-ES Epoxy Saturant: The CSS-ES epoxy Code®(IRC) saturant and primer is a two-component, ambient cure, epoxy resin system used to prime substrates and saturate • 1997 Uniform Building Code TM(UBC) CSS fabrics. It is available in 3 gallon (11.4 L) kits. Property evaluated: Component A is packaged with 2 gallons (7.6 L) in a 5-gallon (18.9 L) bucket to allow enough room for mixing • Structural full kits of epoxy. Component B is packaged in 1 gallon • Durability (3.8 L) containers. Mixing ratio is two-to-one for components A and B, respectively. • Interior finish 3.2.4 CSS-CUCL Precured Laminate The CSS-CUCL • Toxicity unidirectional carbon laminate is comprised of carbon 2.0 USES fibers, precured in an epoxy resin. CSS precured laminates come in various widths ranging from 0.39 inch to The Simpson Strong-Tie Composite Strengthening 5.90 inches (10 mm to 150 mm) and a standard length of Systems (CSS) are used to strengthen normal-weight 492 feet(150 m). reinforced concrete structural elements as alternatives 3.2.5 CSS-EP Epoxy Paste: The CSS-EP epoxy paste is to those systems described in the IBC and UBC. For a two-component, epoxy paste system used to fill and structures regulated under the IRC, the Simpson Strong- transition irregular substrates and adhere CSS-CUCL Tie Composite Strengthening Systems(CSS)may be used precured laminates. CSS-EP is available in 3-gallon where an engineering design is submitted in accordance (11.4 L) kits. Components A and B are packaged in with Section R301.1.3 and where approved by the building 1-gallon (3.8 L) containers and entire kits are packaged in official in accordance with Section R104.11. The CSS- one carton. Mixing ratio is two-to-one for components A CUCF system is also used as an interior finish. and B, respectively. 3.0 DESCRIPTION 3.2.6 CSS Composites: 3.1 General: 3.2.6.1 CSS-CUCF Composites: In the primary direction The Composite Strengthening Systems (CSS) are (0°), the carbon fiber composites have a minimum ultimate externally bonded fiber-reinforced polymer (FRP) systems tensile strength of 128,000 psi (880 MPa), a minimum applied to concrete structural elements. CSS consist of tensile modulus of 14,200 ksi (97 MPa) and a ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed �1'3 ANS� as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as ��=an to any finding or other matter in this report,or as to any product covered by the report. `1a" 1 e Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 3 ESR-3403 I Most Widely Accepted and Trusted Page 2 of 3 corresponding elongation of 0.9 percent. Cured 4.1.5 Load Combinations:.The load combinations used composites have a thickness of 0.02 inch (0.5 mm), in design must comply with Section 1605.2 of the IBC or 0.04 inch (1 mm) and 0.08 inch (2 mm) for CSS-CUCF11, Section 1612.2 of the UBC, as applicable. CSS-CUCF22 and CSS-CUCF44, respectively. 4.1.6 Columns: 3.2.6.2 CSS-CUGF Composite: In the primary direction 4.1.6.1 Potential Applications: CSS-CUCF, CSS-CUGF (0°), the glass fiber composite has a minimum ultimate and CSS-CBGF Composite Strengthening Systems are tensile strength of 56,000 psi (386 MPa), a minimum applied to circular or rectangular columns to enhance their tensile modulus of 3,300 ksi(22 MPa)and a corresponding axial strengths for gravity loads only. elongation of 1.7 percent. Cured composite has the minimum thickness of 0.05-inch (1.3 mm.) 4.1.6.2 Structural Design Requirements: Concrete 3.2.6.3 CSS-CBGF Composite: In both directions (±45° column design must comply with the CSS Design Manual from the roll length), the glass fiber composite has a and with Chapter 19 of the IBC or UBC. minimum ultimate tensile strength of 40,000 psi (275 MPa), 4.1.7 Beams: a minimum tensile modulus of 2,900 ksi (20 MPa) and a 4.1.7.1 Potential Applications: CSS-CUCF and CSS- corresponding elongation of 1.4 percent. Cured composite CUCL Composite Strengthening Systems are applied to has the minimum thickness of 0.034 inch(0.86 mm.). beams to enhance their flexural strength for gravity and 3.2.6.4 CSS-CUCL Laminate Composite: In the primary wind-load resistance only. The CSS-CUCF Composite direction, the precured laminate has a minimum ultimate System applied to beams is also used to enhance their tensile strength of 232,000 psi (1,600 MPa), a minimum shear strengths for gravity load or wind load resistance tensile modulus of 23,000 ksi (158 MPa) and a only. corresponding elongation of 1.0 percent. The thickness of 4.1.7.2 Structural Design Requirements: Concrete the precured laminate is 0.055 inch(1.4 mm). beam design must comply with the CSS Design Manual 3.2.7 FX-207 Finish Coating: The Simpson Strong-Tie and with Chapter 19 of the IBC or UBC. proprietary FX-207 finish coating is a two-component, 4.1.8 Bond Strength: Where the performance of the polymer-modified cementitious coating. Component A CSS composite systems defined in this report depends on comes in a 1-gallon (3.8 L) container and Component B bond, the bond strength of CSS Composite material to comes in a 40-pound(18 kg)bag. Pot life is 30 minutes. concrete must not be less than 200 psi (1378 kPa). Bond 3.2.8 Storage Recommendations: Epoxies, coating, testing must exhibit failure in the concrete substrate. fabrics and precured laminates should be stored in Testing in accordance with ASTM D7234 or D7522 may be temperatures between 45°F and 95°F (7°C and 35°C)with used to estimate the bond strength of bond-critical no exposure to moisture. Shelf life is one year for coating, installations. two years for epoxies and ten years for fabrics and 4.2 Installation: precured laminates. 4.0 DESIGN AND INSTALLATION Simpson Strong-Tie CSS Composite Strengthening Systems installations must be performed by approved 4.1 Design: applicators specific to this composite system. Installation recommendations are detailed in the approved applicator 4.1.1 General: Design of the Composite Strengthening training program and Section 2.0 of the Quality Control Systems must be based on required tensile loads at Manual dated June 18, 2015, Revision 0. designated concrete strain values. The strength design requirements for concrete must be in accordance with 4.2.1 Saturation: CSS fabrics and saturating epoxy of Chapters 19 of the IBC or UBC. The registered design the CSS Composites are combined in accordance with professional must be responsible for determining, through published literature and applicator training program using a analysis, the strengths and demands of the structural calibrated mechanical saturator or manual saturation elements to be strengthened with CSS composites, subject methods. CSS precured laminates come to the site in to the approval of the building official. precured form ready to apply to substrate once cut to 4.1.2 Composite Design Properties: Composite required length and cleaned. structural design properties are found in the CSS Design 4.2.2 Application: Manual methods must be used to Manual,dated June 2015. apply saturated CSS Composite fabrics to the substrate 4.1.3prior to epoxy cure. Surface preparation, fiber orientation Design Details: Structural design provisions for the and removal of bubbles/voids must be done in accordance composite system are based on test results and principles with published literature and approved applicator training of structural analysis as set forth in Section 1604.4 of the program. For precured laminates, CSS-EP paste must IBC and Section 1605 of the UBC. Bases of design include be applied to the laminate with paste thickness of strain compatibility, load equilibrium and limit states. All approximately 3 mm (1/8 in.). designs must follow procedures as detailed in the IBC or UBC; in the ICC-ES Acceptance Criteria for Concrete and 4.2.3 Finishing: Composite Strengthening Systems are Reinforced and Unreinforced Masonry Strengthening typically painted or coated for aesthetic or environmental Using Externally Bonded Fiber-reinforced Polymer (FRP) durability considerations. Composite Systems (AC125), dated August 2014; and 4.2.3.1 Health Effects Coating: The CSS-ES epoxy i applicable procedures detailed in the CSS Design Manual. saturant and CSS-EP are formulated for potable water 4.1.4 Design Strength: Design strengths must be taken contact and comply with ANSI/NSF 61 requirements, as as the nominal strength, computed in accordance with referenced by Section 605 of the International Plumbing Section 4.1.3 of this report, multiplied by strength reduction Code (IPC). CSS-ES epoxy saturant must be applied factors provided in Section 21.2 of ACI 318-14(2015 IBC), over the CSS composites to a maximum thickness of Section 9.3 of ACI 318-11 (2012 IBC)or ACI 318-08(2009 10 wet mills (0.025 mm). CSS-EP epoxy paste must be IBC) or ACI 318-05 (2006 IBC), or Chapter 19 of the UBC, applied over the installed CSS precured laminates to a and modified by AC125, as applicable maximum thickness of 40 wet mils (0.1 mm). All surfaces ESR-3403 I Most Widely Accepted and Trusted Page 3 of 3 must be clean, dry and free of contaminants. Final cure is documents must be prepared and sealed by a 72 hours at 70°F (21°C). registered design professional where required by the 4.2.3.2 Flame Spread / Smoke Developed: CSS-CUCF statutes of the jurisdiction in which the project is to be composite systems coated with FX-207 finish coating constructed. yields a Class 1 and Class A flame-spread classification 5.4 Use of Composite Strengthening Systems in fire- and smoke-developed classification in compliance with the resistance-rated assemblies is outside the scope of UBC and IBC. The composite is limited to a maximum this report. thickness of 0.24 in. (6.1 mm) of carbon fabric (maximum 5.5 Special Inspection for application of the Composite 3 layers of CSS-CUCF44, 6 layers of CSS-CUCF22 and Strengthening Systems products must be provided in 12 layers of CSS-CUCF11). Coating must be applied at a accordance with Section 4.3 of this report. rate of 0.4 lbs/ft2(2 kg/m ). 4.3 Special Inspection: 5.6 Application of the Composite Strengthening Systems products to concrete at a fabricator's facility must be Special inspection during the installation of the system by an approved fabricator complying with Chapter 17 must be in accordance with the ICC-ES Acceptance of the IBC or UBC, or at a jobsite with continuous Criteria for Inspection and Verification of Concrete and special inspections in accordance with Chapter 17 of Unreinforced Masonry Strengthening Using Fiber- the IBC or UBC and Section 4.3 of this report. reinforced Polymer (FRP) Composite Systems (AC178), 5.7 Multi-layer applications and lap splices of CSS-CUCL dated December 2013. A statement of special inspection precured laminates are outside the scope of this must be prepared in accordance with Sections 1704.3 of report. Composite Strengthening Systems (CSS) the 2015 and 2012 IBC or Section 1705 of the 2009 IBC must be manufactured by Simpson Strong-Tie and 2006 IBC. Inspection must also comply with Sections Company, Inc. under a quality control program with 1704 and 1705 of the 2015 and 2012 IBC, Section 1704 inspections by ICC-ES. through 1707 of the 2009 and 2006 IBC, or Section 1701 of the UBC. 6.0 EVIDENCE SUBMITTED 5.0 CONDITIONS OF USE Data in accordance with the ICC-ES Acceptance Criteria The Simpson Strong-Tie Composite Strengthening for Concrete and Reinforced and Unreinforced Masonry Systems (CSS)described in this report comply with, or are Strengthening using Externally Bonded Fiber-Reinforced suitable alternatives to what is specified in, those codes Polymer (FRP) Composite Systems (AC125), dated listed in Section 1.0 of this report, subject to the following August 2014, including alkali-soil resistance, fuel resistance and drinking water exposure tests. conditions: 5.1 Design and installation must be in accordance with 7.0 IDENTIFICATION this report, the CSS Quality Control Manual dated The components of the Simpson Strong-Tie Composite June 18, 2015, the CSS Design Manual dated June Strengthening Systems (CSS) (fabric, epoxy saturant, 2015, and the IBC, IRC or UBC, as applicable. precured laminate and epoxy paste) described in this 5.2 Copies of the Simpson Strong-Tie Composite report are identified with a label indicating the name and Strengthening Systems installation instructions and address of the manufacturer's (Simpson Strong-Tie), the the CSS Design Manual must be submitted to the product name, expiration date and the number of the code official for each project where these products ICC-ES evaluation report(ESR-3403). are used. The proprietary FX-207 finish coating is labeled with 5.3 Complete construction documents, including plans manufacturer's name (Simpson Strong-Tie) and address, the product name, and expiration date. and calculations verifying compliance with this report, must be submitted to the code official for each project at the time of permit application. The construction CSS-CUCF Unidirectional Carbon Fabric SIMPSON SAFETY DATA SHEET Strong-Tie 1. IDENTIFICATION Product Identifier: CSS-CUCF11,CSS-CUCF22,CSS-CUCF44 Recommended Use: Carbon Fabric Use Restrictions: None Known. Company: Simpson Strong-Tie Company Inc. Address: 5956 W.Las Positas Blvd. Pleasanton,CA 94588,USA Phone: 1-800-999-5099 Website: www.strongtie.com Emergency: 1-800-535-5053 (US/Canada) 1-352-323-3500(International) For most current SDS,please visit our website at www.strongtie.com/sds 2. HAZARD IDENTIFICATION Physical Hazards: Not Classified. Health Hazards: Skin Corrosion/Irritation Category 3 Serious Eye Damage/Irritation Category 2 Sensitization, Skin Category 1 Environmental Hazards: Not Classified. Signal Word: WARNING! Hazard Statements: May cause mild skin irritation.May cause eye irritation.May cause an allergic skin reaction. Precautionary Statements: Prevention: Observe good industrial hygiene practices. Wear protective gloves/clothing/eye protection/face protection.Wash thoroughly after handling.Avoid breathing dust. Contaminated clothing should not be allowed out of the workplace. Response: If on skin:Wash with plenty of water.If in eyes:Rinse cautiously with water for several minutes.Remove contact lenses,if present and easy to do.Continue rinsing. If you feel unwell: Get medical advice/attention. Storage: Store locked up. Store in a well-ventilated place. Store away from incompatible materials. Disposal: Dispose of contents/container in accordance with local/regional/national/international regulations. Hazards not otherwise Classified(HNOC): Black continuous carbon fiber is not expected to present an immediate acute health hazard,chronic health hazard,reactivity hazard,or flammability hazard.Not expected to present an environmental hazard. If skin and eye irritation occur they are likely to be mechanical in nature and temporary. 3. COMPOSITION INFORMATION Chemical Name CAS Number Weight% Carbon Fiber 7440-44-0 >95 Bisphenol-A-(Epichlorohydrin)Resin 25068-38-6 < 1.5 4. FIRST-AID MEASURES Eye Contact: Flush eyes with plenty of cool water for at least 15 minutes while holding the eyes open. Remove contact lenses if present and easy to do. If redness,burning,blurred vision,or swelling persists,consult a physician. Skin Contact: Wash affected area with soap and water. Do not apply greases or ointments. If redness, burning,or swelling persists, consult a physician. CSS-UCF Page 1 of 6 SDS North America SIMPSON CSS-UCF Unidirectional Carbon Fabric SAFETY DATA SHEET Strong-Tie Ingestion: Rinse mouth immediately.If you feel unwell,consult a physician. Inhalation: Remove patient to fresh air. Give oxygen or artificial respiration if needed. If patient continues to experience difficulty breathing,consult a physician. Most Important Symptoms: Irritant effects. General Information: Provide general supportive measures and treat symptomatically. Ensure that medical personnel are aware of the material(s)involved,and take precautions to protect themselves.If exposed or concerned: Get medical advice/attention.Wash contaminated clothing before reuse. 5. FIRE-FIGHTING MEASURES Suitable Extinguishing Media: Extinguish with foam,carbon dioxide,dry powder,or water fog. Additional Information: This material is not expected to burn in a fire.If this product is present in a fire,fight fire based on the presence of flammable materials,i.e.,packaging material and the sizing may burn off the fiber. Hazards during Fire-Fighting: Fiber or dust may glow in an oxygen-containing atmosphere above 662°F(350°C).When glowing,and during combustion CO/CO2 is generated as well as the potential release of degradation products such as NH3,HCN and monomeric acrylonitrile. Irritating and toxic gases/fumes may be released during a fire. Fire-Fighting Procedures: Use standard fire-fighting procedures and consider the hazards of other involved materials. In case of fire and/or explosion do not breathe fumes. Self-contained breathing apparatus and full protective clothing must be worn.Prevent runoff from fire control or dilution from entering streams,sewers,or drinking water supply. Other Information: This product is not expected to burn.Do not incinerate carbon fibers since airborne fibers may cause electrical malfunctions. 6. ACCIDENTAL RELEASE MEASURES Personal Precautions: Keep unnecessary personnel away.Wear appropriate personal protective equipment.Do not touch damaged containers or spilled material unless wearing appropriate protective clothing.Avoid inhalation of dusts. Clean-up Methods: In case of spill,collect(sweep,vacuum,etc.)spilled material and either reuse or dispose of properly. Chopped or milled carbon fibers may be slippery if spilled posing a fall risk. Environmental Precautions: Avoid release to the environment.Contact local authorities in case of spillage to drain/aquatic environment.Avoid discharge into drains,water courses or onto the ground. 7. HANDLING AND STORAGE Handling: Wear appropriate personal protective equipment.Avoid contact with eyes,skin,and clothing.When in use do not eat,drink,or smoke.Wash thoroughly after handling. Observe good industrial hygiene practices. Storage: Store in a closed container away from incompatible materials.Keep in original container. Keep container tightly closed. Store in a cool,dry place out of direct sunlight. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Protective Measure: Wear appropriate personal protective equipment. Eye Protection: Wear chemical splash goggles or safety glasses with side shield. Hand Protection: Wear chemical-resistant gloves such as: Nitrite,neoprene,butyl. Skin and Body Protection: Wear long sleeve shirts/long pants and other clothing as required to minimize contact. Respirator Protection: The use of a respirator is not required during handling or installation of this product.A particulate filter respirator(dust mask)should be worn when cutting fabric. General Hygiene: Always observe good personal hygiene measures,such as washing after handling the material and before eating,drinking,and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Engineering Controls: When using indoors good general ventilation(typically 10 air changes per hour)should be used.Ventilation rates should be matched to conditions.Provide eyewash station. CSS-UCF Page 2 of 6 SDS North America SIMPSON CSS-UCF Unidirectional Carbon Fabric SAFETY DATA SHEET Strong-Tie Exposure Limits: During cutting or tearing this substance may create airborne particulates which should be considered and protected against as nuisance dust. Component OSHA ACGIH NIOSH (PEL) (TLV) Pocket Guide General Nuisance 5 mg/m3(respirable) 3 mg/m3(respirable) Dust 15 mg/m3(total dust) 10 mg/m3(total dust) N/E 9. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Solid Freezing/Melting Point: N/A Form: Continuous Fiber Boiling Point: N/A Color: Black Flash Point: N/A Odor: None Evaporation Rate: N/A Odor Threshold: N/A Specific Gravity: 1.75-1.85 pH: N/A VOC: N/A Flammability: N/A U/L Flammability: N/A Vapor Pressure: N/A Vapor Density: N/A Solubility: Insoluble Kow: N/A Decomposition: N/A Viscosity: N/A 10. STABILITY AND REACTIVITY Reactivity: This product is stable and non-reactive under normal conditions. Chemical Stability: Stable under normal storage conditions. Condition to Avoid: None known. Substances to Avoid: Strong oxidizing agents such as fluorine. Hazardous Reactions: Hazardous polymerization will not occur. Decomposition Products: Not expected under normal conditions of processing and use.Thermal decomposition of sizing may begin to occur at high temperatures>248°F(>120°C)resulting in the release of small amounts of nitrogen oxides,carbon monoxide,organic compounds,and other potentially hazardous substances. 11. TOXILOGICAL INFORMATION Information on likely routes of exposure: Ingestion: May cause discomfort if swallowed. Inhalation: May cause respiratory tract irritation if dust is inhaled. Skin contact: May cause skin irritation. Eye contact: May cause eye irritation.Particles can cause corneal abrasion. Information on toxicological effects: Acute toxicity: Not expected to be acutely toxic. Skin corrosion/irritation: Prolonged contact may cause temporary irritation. Eye damage/eye irritation: Direct eye contact may cause temporary irritation. Respiratory sensitization: No data available. Skin sensitization: May cause an allergic skin reaction. Germ cell mutagenicity: No data available. Carcinogenicity: This product is not considered to be a carcinogen by IARC,NTP,ACGIH,or OSHA. Reproductive toxicity: No data available. Aspiration hazard: No data available. Specific target organ toxicity: Single exposure: No data available. Repeated exposure: No data available. Further information: Hazard data above is estimated based on best available information. Some workers with certain pre-existing medical conditions such as: asthma,allergies,or impaired pulmonary CSS-UCF Page 3 of 6 SDS North America SIMPSON CSS-UCF Unidirectional Carbon Fabric SAFETY DATA SHEET Strong-Tie and/or liver functions,or who may be particularly susceptible to this material,may be affected by exposure to this material. 12. ECOLOGICAL INFORMATION Ecotoxicity: Information given is based on data on the components and the ecotoxicology of similar products. The product is not classified as environmentally hazardous.However,this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. Persistence and degradability: No data available. Bioaccumulative potential: No data available for the product. Mobility in soil: No data available. Other adverse effects: No other adverse environmental effects(e.g.ozone depletion,photochemical ozone creation potential,endocrine disruption,global warming potential) are expected from this product. 13. DISPOSAL CONSIDERATIONS Waste Disposal of Substance: Dispose of contents/container in accordance with local/regional/national/international regulations. 14. TRANSPORTATION INFORMATION United States Department of Transportation(USDOT): Not regulated as a hazardous material by DOT. International Air Transportation Association(IATA): Not regulated as a dangerous good. International Maritime Dangerous Goods Code(IMDG):Not regulated as a dangerous good. Special precautions for user: Read safety instructions,SDS and emergency procedures before handling. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code: Not Applicable. This information does not cover all specific regulatory or operational requirements of this product.The classifications for transportation may vary by container volume or different regional or national regulations. 15. REGULATORY INFORMATION US Federal Regulations: This product is a"Hazardous Chemical" as defined by the OSHA Hazard Communication Standard,29 CFR 1910.1200. TSCA Section 12(b)Export Notification(40 CFR 707,Subpt.D): Not regulated. US.OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050): Not listed. CERCLA Hazardous Substance List(40 CFR 302.4): Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) Hazard Categories: Immediate Delayed Fire Pressure Reactivity Yes No No No No SARA 302 Extremely hazardous substance: No SARA 311/312 Hazardous chemical: Yes SARA 313(TRI reporting): Not regulated. US.California Proposition 65: WARNING: This product contains a chemical known to the State of California to cause cancer,birth defects,or reproductive harm. Component(*Can be absorbed through the skin) Regulation %In Blend(approx.) Remark Epichlorohydrin(CAS 106-89-8)* ACGIH Trace Carcinogenic Phenylglycidyl Ether(CAS 122-60-1)* ACGIH Trace Carcinogenic International Regulations EU: Continuous Carbon Fiber and cut Carbon Fibers are considered to be articles under REACH and therefore do not require pre-registration or registration.These materials do not contain any substances or preparations of high concern(SVHC)as per CSS-UCF Page 4 of 6 SDS North America SIMPSON CSS-UCF Unidirectional Carbon Fabric SAFETY DATA SHEET Strong-Tie the list issued by the ECHA dated December 19,2011,or are designated"CMR"toxins under REACH.This product contains a branched nonylphenol ethoxylate sulfated ammonium salt[CAS RN 68649-55-58]which may be present at levels in excess of 0.1%in this product.EU Directive 2003/53/EC establishes certain use and threshold restrictions for nonylphenol and nonylphenol ethoxylates in nine specified sectors.Nonylphenol and nonylphenol ethoxylates may not be placed on the market or used as a substance or constituent of preparations in concentrations equal to or greater than 0.1%by mass for the nine sectors identified under this EU Directive. See EU Directive or applicable national legislation for the nine use sectors. These regulations do not apply to nonylphenol or nonylphenol ethoxylates for research and development or analytical purposes. Contact Simpson Strong-Tie for additional information on this requirement. Canada: This product contains a branched nonylphenol ethoxylate sulfated ammonium salt[CAS RN 68649-55-58]which may be present at levels in excess of 0.1%in this product.Environment Canada published on December 4,2004 rulemaking to reduce discharges and use of nonylphenol and nonylphenol ethoxylates in certain use sectors.Canada Gazette Vol. 138, No.49. See Canadian regulations for the specific use sectors. Companies subject to this rule are required to track their volumes,make threshold calculations,and reduce their use of nonylphenol and nonylphenol ethoxylate.Contact Simpson Strong-Tie for additional information on this requirement. This product has been classified according to the hazard criteria of the CPR and the SDS contains all of the information required by the CPR. Class D-2B: Material Causing other toxic effects 16. OTHER INFORMATION Date Prepared or Revised: January 2016 Supersedes: May 2014 NFPA Ratings HMIS Rating 3 0 PHYSICAL HAZARD 0 PERSONAL PROTECTION B Legend ACGIH: American Conference of Governmental Industrial Hygienists CAS No.: Chemical Abstract Service Registry Number CERCLA: Comprehensive Environmental Response,Compensation and Liability Act(U.S.EPA) CPR: Controlled Product Regulations(Canada) DOT: Department of Transportation(U.S.) EPA: Environmental Protection Agency(U.S.) GHS: Globally Harmonized System of Classification and Labeling of Chemicals HEPA: High-Efficiency Particulate Air HMIS: Hazardous Materials Identification System IARC: International Agency for Research on Cancer IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods code LPP: Limite Permisible Ponderado(Chile) NIOSH: National Institute of Occupational Safety and Health(U.S.) CSS-UCF Page 5 of 6 SDS North America SIMPSON CSS-UCF Unidirectional Carbon Fabric SAFETY DATA SHEET Strong-Tie NFPA: National Fire Protection Association(US) NTP: National Toxicology Program(US) OSHA: Occupational Safety and Health Administration(U.S.) PEL: Permissible Exposure Limit SARA: Superfund Amendments and Reauthorization Act(U.S.EPA) SDS: Safety Data Sheet STEL: Short Term Exposure Limit(15 minute Time Weighted Average) STOT: Specific Target Organ Toxicity(GHS Classification) TLV: Threshold Limit Value TSCA: Toxic Substances Control Act(U.S.) TWA: Time Weighted Average(exposure for 8-hour workday) U.S.: United States VOC: Volatile Organic Compounds WHMIS: Canadian Workplace Hazardous Materials Information System This Safety Data Sheet(SDS)is prepared by Simpson Strong-Tie Co. in compliance with the requirements of OSHA 29 CFR Part 1910.1200.The information it contains is offered in good faith as accurate as of the date of this SDS. This SDS is provided solely for the purpose of conveying health,safety, and environmental information.No warranty,expressed or implied,is given.Health and Safety precautions may not be adequate for all individuals and/or situations.It is the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations. © 2016 Simpson Strong-Tie Company Inc. CSS-UCF Page 6 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie 1. IDENTIFICATION Product Identifier: Part A CSS-ES Recommended Use: Two-Component Epoxy Resin System—Part A(Epoxy Resin) Use Restrictions: None Known. Company: Simpson Strong-Tie Company Inc. Address: 5956 W.Las Positas Blvd. Pleasanton,CA 94588 USA Phone: 1-800-999-5099 Website: www.strongtie.com Emergency: 1-800-535-5053 (US/Canada) 1-352-323-3500(International) For most current SDS,please visit our website at www.strongtie.com/sds 2. HAZARD IDENTIFICATION Physical Hazards: Not Classified. Health Hazards: Skin Corrosion/Irritation Category 2 Serious Eye Damage/Irritation Category 2A Sensitization, Skin Category 1 Environmental Hazards: Acute Environmental Hazard Category 2 Chronic Environmental Hazard Category 2 Signal Word: WARNING! Hazard Statements: Causes skin irritation. Causes serious eye irritation.May cause an allergic skin reaction. Toxic to aquatic life with long lasting effects. Precautionary Statements: Prevention: Obtain special instructions before use.Do not handle until all safety precautions have been read and understood.Wear protective gloves/clothing/eye protection/face protection.Avoid breathing mist or vapor. Wash thoroughly after handling. Contaminated clothing should not be allowed out of the workplace.Avoid release to the environment. Response: If on skin:Wash with plenty of water.If skin irritation or rash occurs: Get medical advice/attention.Take off contaminated clothing and wash before reuse. If in eyes:Rinse cautiously with water for several minutes.Remove contact lenses,if present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention. Storage: Store locked up. Store in a well-ventilated place. Disposal: Dispose of contents/container in accordance with local/regional/national/international regulations. Hazards not otherwise Classified(HNOC):None known. 3. COMPOSITION INFORMATION Chemical Name CAS Number Weight% Reaction Product: Bisphenol-A-(Epichlorohydrin) 25068-38-6 80-90 Phenol,polymer with formaldehyde,glycidyl ether 28064-14-4 10-20 Composition Note: This product is a mixture.Hazardous ingredients are listed above.May include other nonhazardous ingredients.May include other trace ingredients,see Section 15. CSS-ES Part A Page 1 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 4. FIRST-AID MEASURES Eye Contact: Immediately flush eyes with plenty of cool water for at least 15 minutes while holding the eyes open. Remove contact lenses if present and easy to do. If redness,burning, blurred vision,or swelling persists,consult a physician. Skin Contact: Remove contaminated clothing and product;wash affected area with soap and water. Do not apply greases or ointments. If redness,burning,or swelling persists, consult a physician. Ingestion: Rinse mouth.If you feel unwell,consult a physician. Inhalation: Remove patient to fresh air. Give oxygen or artificial respiration if needed. If patient continues to experience difficulty breathing,consult a physician. Most Important Symptoms: Irritant effects. Sensitization. Symptoms include itching,burning,redness,and tearing. General Information: Provide general supportive measures and treat symptomatically. Ensure that medical personnel are aware of the material(s)involved,and take precautions to protect themselves.If exposed or concerned: Get medical advice/attention.Wash contaminated clothing before reuse. 5. FIRE-FIGHTING MEASURES Suitable Extinguishing Media: Water fog,carbon dioxide,dry chemical powder,aqueous foam. Additional Information: None known. Hazards during Fire-Fighting: Irritating and toxic fumes may be produced at high temperature. Hazardous gases/vapors produced are carbon monoxide,carbon dioxide,oxides of nitrogen,cyanide,aldehydes, and miscellaneous hydrocarbons. Do not allow run-off from fire-fighting to enter drains or water courses. Fire-Fighting Procedures: Use standard fire-fighting procedures and consider the hazards of other involved materials.In case of fire and/or explosion do not breathe fumes. Self-contained breathing apparatus and full protective clothing must be worn.Move containers from fire area if you can do so without risk. Cool containers with flooding quantities of water until well after fire is out.Prevent runoff from fire control or dilution from entering streams, sewers,or drinking water supply. 6. ACCIDENTAL RELEASE MEASURES Personal Precautions: Keep unnecessary personnel away.Wear appropriate personal protective equipment.Do not touch damaged containers or spilled material unless wearing appropriate protective clothing.Avoid inhalation of vapors or mists.Local authorities should be advised if significant spillages cannot be contained. Clean-up Methods: Small spills: Wipe up with absorbent material(e.g. cloth,fleece).Place in leak-proof containers. Seal tightly for proper disposal. Clean surface thoroughly to remove residual contamination. Large spills: Stop the flow of material,if this is without risk.Dike far ahead of spill to contain material.Use a non-combustible material like vermiculite,sand or earth to soak up the product. Place in leak-proof containers. Seal tightly for proper disposal. Following product recovery,flush area with water. Environmental Precautions: Avoid release to the environment.Contact local authorities in case of spillage to drain/aquatic environment.Avoid discharge into drains,water courses or onto the ground. 7. HANDLING AND STORAGE Handling: Wear appropriate personal protective equipment.Avoid contact with eyes,skin,and clothing.Avoid breathing fumes or vapors. When in use do not eat,drink,or smoke. Wash thoroughly after handling. Observe good industrial hygiene practices. Storage: Store in a closed container away from incompatible materials(Section 10 of the SDS). Keep in original container.Keep container tightly closed. Store in a cool,dry place out of direct sunlight.Keep away from heat and sources of ignition.Protect from physical damage. CSS-ES Part A Page 2 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Protective Measure: Wear appropriate personal protective equipment. Eye Protection: Wear chemical splash goggles or safety glasses with side shield. Hand Protection: Wear chemical-resistant gloves such as: Nitrile,neoprene,butyl. Skin and Body Protection: Wear long sleeve shirts/long pants and other clothing as required to minimize contact. Respirator Protection: The use of a respirator is not required during normal use of this product.An approved respirator should be worn whenever workplace conditions warrant respirator use. General Hygiene: Always observe good personal hygiene measures,such as washing after handling the material and before eating,drinking,and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Engineering Controls: When using indoors good general ventilation should be used.Ventilation rates should be matched to conditions.Provide eyewash station. Exposure Limits: No exposure limits noted for ingredients. 9. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid Freezing/Melting Point: N/E SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie Reproductive toxicity: No data available. Aspiration hazard: No data available. Specific target organ toxicity: single exposure: No data available. repeated exposure: No data available. Further information: Toxicological,ecotoxicological,physical,and chemical properties may not have been fully investigated.Hazard data above is estimated based on best available information. Some workers with certain pre-existing medical conditions such as:asthma,allergies, or impaired pulmonary and/or liver functions,or who may be particularly susceptible to this material,may be affected by exposure to this material. 12. ECOLOGICAL INFORMATION Ecotoxicity: Information given is based on data on the components and the ecotoxicology of similar products. The product is classified as toxic to aquatic life with long lasting effects. Component 1 Species Test Result Reaction Product:Bisphenol-A-(Epichlorohydrin)(CAS 25068-38-6) Aquatic,Fish,LC50 Salmo gairdneri 1.5 mg/1,96 hours Aquatic,Crustacea,EC50 Daphnia magna 2.7 mg/1,48 hours Persistence and degradability: No data available. Bioaccumulative potential: No data available for the product. Mobility in soil: No data available. Other adverse effects: No other adverse environmental effects(e.g.ozone depletion,photochemical ozone creation potential,endocrine disruption)are expected from this product. 13. DISPOSAL CONSIDERATIONS Waste Disposal of Substance: Do not allow this material to drain into sewers/water supplies.Do not contaminate ponds,waterways or ditches with chemical or used container.Dispose of contents/container in accordance with local/regional/national/international regulations. Container Disposal: Empty containers or liners may retain some product residues; follow label warnings even after container is emptied.Empty containers should be taken to an approved waste handling site for recycling or disposal. 14. TRANSPORTATION INFORMATION United States Department of Transportation(USDOT): Not regulated as a hazardous material by DOT. International Air Transportation Association(IATA): UN number: UN3082 UN proper shipping name: Environmentally hazardous substance,liquid,n.o.s. (Bisphenol-A Epichlorohydrin Resin),9,III Transport hazard class: 9 Packing Group: III Environmental hazards: Yes Labels required: 9 ERG Code: 9L International Maritime Dangerous Goods Code(IMDG): UN number: UN3082 UN proper shipping name: ENVIRONMENTALLY HAZARDOUS SUBSTANCE,LIQUID,N.O.S. (Bisphenol- A Epichlorohydrin Resin),9,III,Marine Pollutant Transport hazard class: 9 Packing Group: III Marine pollutant: Yes Labels required: 9 EmS: F-A, S-F CSS-ES Part A Page 4 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie Special precautions for user: Read safety instructions, SDS and emergency procedures before handling. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code: Not Applicable. This information does not cover all specific regulatory or operational requirements of this product.The classifications for transportation may vary by container volume or different regional or national regulations. 15. REGULATORY INFORMATION US Federal Regulations: This product is a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard,29 CFR 1910.1200. TSCA Section 12(b)Export Notification(40 CFR 707,Subpt.D): Not regulated. US.OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050): Not listed. CERCLA Hazardous Substance List(40 CFR 302.4): Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) Hazard Categories: Immediate Delayed Fire Pressure Reactivity Yes No No No No SARA 302 Extremely hazardous substance: No SARA 311/312 Hazardous chemical: Yes SARA 313(TRI reporting): Not regulated. US.California Proposition 65:WARNING: This product contains chemicals listed by the State of California as known to cause cancer,birth defects,or reproductive harm. Component(*Can be absorbed through the skin) Regulation %In Blend(approx.) Remark Epichlorohydrin(CAS 106-89-8)* ACGIH Trace Carcinogenic Phenylglycidyl Ether(CAS 122-60-1)* ACGIH Trace Carcinogenic International Inventories Country or On Inventory? Region Inventory (Yes/No) Australia Australian Inventory of Chemical Substances(AICS) Yes Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No China Inventory of Existing Chemical Substances in China(IECSC) Yes Europe European Inventory of Existing Commercial Chemical Substances(EINECS) No Europe European List of Notified Chemical Substances(ELINCS) No Japan Inventory of Existing and New Chemical Substances(ENCS) Yes Korea Existing Chemicals List(ECL) Yes New Zealand New Zealand Inventory Yes Philippines Philippine Inventory of Chemicals and Chemical Substances(PICCS) Yes United States& Toxic Substances Control Act(TSCA)Inventory Yes Puerto Rico This product has been classified according to the hazard criteria of the CPR and the SDS contains all of the information required by the CPR. Class D-2B: Material Causing other toxic effects CSS-ES Part A Page 5 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 16. OTHER INFORMATION Date Prepared or Revised: May 2014 Supersedes: September 2013 NFPA Ratings HMIS Rating FLAMMABILTY HAZARD 1 ASO PHYSICAL HAZARD 0 PERSONAL PROTECTION B Legend ACGIH: American Conference of Governmental Industrial Hygienists CAS No.: Chemical Abstract Service Registry Number CERCLA: Comprehensive Environmental Response,Compensation and Liability Act(U.S.EPA) CPR: Controlled Product Regulations(Canada) DOT: Department of Transportation(U.S.) EPA: Environmental Protection Agency(U.S.) GHS: Globally Harmonized System of Classification and Labeling of Chemicals HEPA: High-Efficiency Particulate Air HMIS: Hazardous Materials Identification System IARC: International Agency for Research on Cancer IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods code LPP: Limite Permisible Ponderado(Chile) NIOSH: National Institute of Occupational Safety and Health(U.S.) NFPA: National Fire Protection Association(US) NTP: National Toxicology Program(US) OSHA: Occupational Safety and Health Administration(U.S.) PEL: Permissible Exposure Limit SARA: Superfund Amendments and Reauthorization Act(U.S.EPA) SDS: Safety Data Sheet STEL: Short Term Exposure Limit(15 minute Time Weighted Average) STOT: Specific Target Organ Toxicity(GHS Classification) TLV: Threshold Limit Value TSCA: Toxic Substances Control Act(U.S.) TWA: Time Weighted Average(exposure for 8-hour workday) U.S.: United States VOC: Volatile Organic Compounds WHMIS: Canadian Workplace Hazardous Materials Information System This Safety Data Sheet(SDS)is prepared by Simpson Strong-Tie Co. in compliance with the requirements of OSHA 29 CFR Part 1910.1200. The information it contains is offered in good faith as accurate as of the date of this SDS. This SDS is provided solely for the purpose of conveying health, safety, and environmental information. No warranty, expressed or implied, is given. Health and Safety precautions may not be adequate for all individuals and/or situations. It is the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations. © 2014 Simpson Strong-Tie Company Inc. FOR INTERNAL USE ONLY CSS-ES Part A: CSS-ES Part B: XCOM3B XCOM3B and XCORR CSS-ES Part A Page 6 of 6 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie 1. IDENTIFICATION Product Identifier: Part B CSS-ES Recommended Use: Two-Component Epoxy Resin System—Part B (Polyamide Curing Agent) Use Restrictions: None known. Company: Simpson Strong-Tie Company Inc. Address: 5956 W.Las Positas Blvd. Pleasanton,CA 94588 Phone: 1-800-999-5099 Website: www.strongtie.com Emergency: 1-800-535-5053 (US/Canada) 1-352-323-3500(International) For most current SDS,please visit our website at www.strongtie.com/sds 2. HAZARD IDENTIFICATION . 0 L Physical Hazards: Not Classified. Health Hazards: Acute Toxicity,Oral Category 4 Skin Corrosion/Irritation Category 1 Serious Eye Damage/Irritation Category 1 Environmental Hazards: Acute Environmental Hazard Category 3 Chronic Environmental Hazard Category 2 Signal Word: DANGER! Hazard Statements: Harmful if swallowed.Causes severe skin burns and eye damage.Harmful to aquatic life. Toxic to aquatic life with long lasting effects. Precautionary Statements: Prevention: Obtain special instructions before use.Do not handle until all safety precautions have been read and understood.Wear protective gloves/clothing/eye protection/face protection.Do not breathe mist or vapor. Wash thoroughly after handling. Contaminated clothing should not be allowed out of the workplace. Response: If swallowed:Rinse mouth.No NOT induce vomiting. If on skin:Wash with plenty of water. If skin irritation or rash occurs: Get medical advice/attention.Take off contaminated clothing and wash before reuse.If inhaled:Remove person to fresh air and keep comfortable for breathing. If in eyes:Rinse cautiously with water for several minutes.Remove contact lenses,if present and easy to do.Continue rinsing. If eye irritation persists: Get medical advice/attention. Storage: Store locked up. Store in a well-ventilated place. Disposal: Dispose of contents/container in accordance with local/regional/national/international regulations. Hazards not otherwise Classified(HNOC):None known. 3. COMPOSITION INFORMATION Chemical Name CAS Number Weight% Polyoxypropylenediamine 9046-10-0 50-60 Formaldehyde,polymer with benzineamine,hydrogenated 135108-88-2 20-25 Benzyl Alcohol 100-51-6 20-25 Tris-2,4,6-(dimethylaminomethyl)phenol 90-72-2 5-10 Composition Note: This product is a mixture.Hazardous ingredients are listed above.May include other nonhazardous ingredients.May include other trace ingredients, see Section 15. CSS-ES Part B Page 1 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 4. FIRST-AID MEASURES Eye Contact: Immediately flush eyes with plenty of cool water for at least 15 minutes while holding the eyes open. Remove contact lenses if present and easy to do. If redness,burning, blurred vision,or swelling persists,consult a physician. Skin Contact: Remove contaminated clothing and product;wash affected area with soap and water. If redness,burning,or swelling persists, consult a physician. Ingestion: Rinse mouth.If you feel unwell,consult a physician. Inhalation: Remove patient to fresh air. Give oxygen or artificial respiration if needed. If patient continues to experience difficulty breathing,consult a physician. Most Important Symptoms: Corrosive effects. Symptoms include itching,burning,redness, swelling,and blurred vision.May cause temporary blindness and severe eye damage. General Information: Provide general supportive measures and treat symptomatically. Ensure that medical personnel are aware of the material(s)involved,and take precautions to protect themselves.If exposed or concerned: Get medical advice/attention.Wash contaminated clothing before reuse. 5. FIRE-FIGHTING MEASURES Suitable Extinguishing Media: Water fog,carbon dioxide,dry chemical powder,aqueous foam. Additional Information: None known. Hazards during Fire-Fighting: Irritating and toxic fumes may be produced at high temperature. Hazardous gases/vapors produced are carbon monoxide,carbon dioxide,oxides of nitrogen,cyanide,aldehydes, and miscellaneous hydrocarbons. Fire-Fighting Procedures: Use standard fire-fighting procedures and consider the hazards of other involved materials.In case of fire and/or explosion do not breathe fumes. Self-contained breathing apparatus and full protective clothing must be worn.Move containers from fire area if you can do so without risk. Cool containers with flooding quantities of water until well after fire is out.Prevent runoff from fire control or dilution from entering streams, sewers,or drinking water supply. 6. ACCIDENTAL RELEASE MEASURES Personal Precautions: Keep unnecessary personnel away.Wear appropriate personal protective equipment.Do not touch damaged containers or spilled material unless wearing appropriate protective clothing.Avoid inhalation of vapors or mists.Local authorities should be advised if significant spillages cannot be contained. Clean-up Methods: Small spills: Wipe up with absorbent material(e.g. cloth,fleece).Place in leak-proof containers. Seal tightly for proper disposal. Clean surface thoroughly to remove residual contamination. Large spills: Stop the flow of material,if this is without risk.Dike far ahead of spill to contain material.Use a non-combustible material like vermiculite,sand or earth to soak up the product. Place in leak-proof containers. Seal tightly for proper disposal. Following product recovery,flush area with water. Environmental Precautions: Avoid release to the environment.Contact local authorities in case of spillage to drain/aquatic environment.Avoid discharge into drains,water courses or onto the ground. 7. HANDLING AND STORAGE Handling: Wear appropriate personal protective equipment. Ensure adequate ventilation.Avoid contact with eyes,skin,and clothing. Avoid breathing fumes or vapors. When in use do not eat,drink,or smoke.Wash thoroughly after handling. Observe good industrial hygiene practices. Storage: Store in a closed container away from incompatible materials(Section 10 of the SDS). Keep in original container.Keep container tightly closed. Store in a cool,dry place out of direct sunlight.Keep away from heat and sources of ignition.Protect from physical damage. CSS-ES Part B Page 2 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Protective Measure: Wear appropriate personal protective equipment. Eye Protection: Wear chemical splash goggles or safety glasses with side shield. Hand Protection: Wear chemical-resistant gloves such as: Nitrile,neoprene,butyl. Skin and Body Protection: Wear long sleeve shirts/long pants and other clothing as required to minimize contact. Respirator Protection: The use of a respirator is not required during normal use of this product.An approved respirator should be worn whenever workplace conditions warrant respirator use. General Hygiene: Always observe good personal hygiene measures,such as washing after handling the material and before eating,drinking,and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Engineering Controls: When using indoors good general ventilation should be used.Ventilation rates should be matched to conditions.Provide eyewash station. Exposure Limits: Component OSHA ACGIH NIOSH (PEL) (TLV) Pocket Guide Benzyl Alcohol N/E N/E 10 ppm (CAS 100-51-6) 9. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid Freezing/Melting Point: N/E Form: Liquid Boiling Point: >290°F(>143°C) Color: Amber Flash Point: 230°F(95°C)Open Cup Odor: Ammoniacal Evaporation Rate: N/E Odor Threshold: N/E Specific Gravity: 8.09 lbs/gal(0.97 kg/L) pH: N/E Viscosity: 80 cP Flammability: N/E U/L Flammability: N/E Vapor Pressure: N/E Vapor Density: N/E Solubility: Slight(< 10%) Kow: N/E 10. STABILITY AND REACTIVITY Reactivity: This product is stable and non-reactive under normal conditions. Chemical Stability: Stable under normal storage conditions. Condition to Avoid: High heat and open flame. Substances to Avoid: May react vigorously with oxidizing agents and acids. Hazardous Reactions: Hazardous polymerization will not occur. Decomposition Products: Ammonia when heated. Carbon dioxide,carbon monoxide,oxides of nitrogen and other organic compounds in a fire. Combustion under oxygen-starved conditions may produce nitriles,cyanic acid,isocyanates,cyanogens,nitrosamines,amides and carbamates. Other Hazards: CS S-ES is a reactive system and will release considerable heat during cure if allowed to puddle or accumulate. 11. TOXILOGICAL INFORMATION Information on likely routes of exposure: Ingestion: Harmful if swallowed.Causes digestive tract burns. Inhalation: May cause respiratory irritation. Skin contact: Causes severe skin burns. Eye contact: Causes serious eye damage. CSS-ES Part B Page 3 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie Information on toxicological effects: Acute toxicity: Not expected to be acutely toxic. Component Species Test Result Benzyl Alcohol(CAS 100-51-6) Acute,Oral, LD50 Rat 1230-3000 mg/kg Acute,Dermal, LD50 Rabbit 2000 mg/kg Acute,Inhalation, LC50 Rat 200-300 mg/1,8 hours Reaction Product: Bisphenol-A-(Epichlorohydrin)(CAS 25068-38-6) Acute,Oral, LD50 Rat 368 mg/kg,bw Skin corrosion/irritation: Causes severe skin burns. Eye damage/eye irritation: Causes serious eye damage. Respiratory sensitization: No data available. Skin sensitization: No data available. Germ cell mutagenicity: No data available Carcinogenicity: This product is not considered a carcinogen by IARC,NTP,ACGIH,or OSHA. Reproductive toxicity: No data available. Aspiration hazard: No data available. Specific target organ toxicity: single exposure: No data available. repeated exposure: No data available. Further information: Toxicological,ecotoxicological,physical,and chemical properties may not have been fully investigated.Hazard data above is estimated based on best available information. Some workers with certain pre-existing medical conditions such as: asthma,allergies, or impaired pulmonary and/or liver functions,or who may be particularly susceptible to this material,may be affected by exposure to this material. 12. ECOLOGICAL INFORMATION Ecotoxicity: Information given is based on data on the components and the ecotoxicology of similar products. The product is classified as toxic to aquatic life with long lasting effects. Component Species Test Result Benzyl Alcohol(CAS 100-51-6) Aquatic,Fish,LC50 Bluegill 10 mg/1,96 hours Formaldehyde,polymer with benzineamine,hydrogenated(CAS 135108-88-2) Aquatic,Fish,LC50 Poecilia reticulate 63 mg/1,96 hours NOEC Poecilia reticulata 40 mg/1,96 hours Polyoxypropylenediamine(CAS 9046-10-0) NOEC Algae 0.32 mg/1,72 Hours Persistence and degradability: No data available. Bioaccumulative potential: No data available for the product. Mobility in soil: No data available. Other adverse effects: No other adverse environmental effects(e.g.ozone depletion,photochemical ozone creation potential,endocrine disruption,global warming potential) are expected from this product. 13. DISPOSAL CONSIDERATIONS Waste Disposal of Substance: Do not allow this material to drain into sewers/water supplies.Do not contaminate ponds,waterways or ditches with chemical or used container.Dispose of contents/container in accordance with local/regional/national/international regulations. Container Disposal: Empty containers or liners may retain some product residues; follow label warnings even after container is emptied.Empty containers should be taken to an approved waste handling site for recycling or disposal. CSS-ES Part B Page 4 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie 14. TRANSPORTATION INFORMATION United States Department of Transportation(USDOT): UN number: UN2735 UN proper shipping name: Amines,liquid,corrosive,n.o.s. (Polyoxypropylenediamine) Transport hazard class(es): 8 Packing Group: III International Air Transportation Association(IATA): UN number: UN2735 UN proper shipping name: Amines,liquid,corrosive,n.o.s. (Polyoxypropylenediamine), 8,III Transport hazard class(es): 8 Packing Group: III Environmental hazards: Yes Labels required: 8 ERG Code: 8L International Maritime Dangerous Goods Code(IMDG): UN number: UN2735 UN proper shipping name: AMINES,LIQUID,CORROSIVE,N.O.S. (Polyoxypropylenediamine),8,III, Marine Pollutant Transport hazard class(es): 8 Packing Group: III Marine pollutant: Yes Labels required: 8 EmS: F-A, S-B Special precautions for user: Read safety instructions, SDS and emergency procedures before handling. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code: Not Applicable. This information does not cover all specific regulatory or operational requirements of this product.The classifications for transportation may vary by container volume or different regional or national regulations. 15. REGULATORY INFORMATION US Federal Regulations: This product is a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard,29 CFR 1910.1200. TSCA Section 12(b)Export Notification(40 CFR 707,Subpt.D): Not regulated. US.OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050): Not listed. CERCLA Hazardous Substance List(40 CFR 302.4): Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) Hazard Categories: Immediate Delayed Fire Pressure Reactivity Yes Yes No No No SARA 302 Extremely hazardous substance: No SARA 311/312 Hazardous chemical: Yes SARA 313(TRI reporting): Not regulated. US State Right-To-Know Lists New Jersey Work Pennsylvania Worker Massachusetts Rhode Chemical RTK and Community and Community Island RTK RTK Act RTK Law Benzyl Alcohol Listed Listed (CAS 100-51-6) CSS-ES Part B Page 5 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET StrongTie This product does not contain any chemicals known to the State of California to cause cancer or reproductive harm as per California Proposition 65(Safe Drinking Water and Toxic Enforcement Act of 1986). International Inventories Country or On Inventory? Region Inventory (Yes/No) Australia Australian Inventory of Chemical Substances(AICS) No Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No China Inventory of Existing Chemical Substances in China(IECSC) Yes Europe European Inventory of Existing Commercial Chemical Substances(EINECS) No Europe European List of Notified Chemical Substances(ELINCS) No Japan Inventory of Existing and New Chemical Substances(ENCS) No Korea Existing Chemicals List(ECL) No New Zealand New Zealand Inventory Yes Philippines Philippine Inventory of Chemicals and Chemical Substances(PICCS) Yes United States Toxic Substances Control Act(TSCA)Inventory Yes &Puerto Rico This product has been classified according to the hazard criteria of the CPR and the SDS contains all of the information required by the CPR. Class E: Corrosive Class D-2B:Material Material Causing other toxic effects 16. OTHER INFORMATION Date Prepared or Revised: May 2014 Supersedes: September 2013 NFPA Ratings HMIS Rating HEALTH HAZARD 3 O rPHYSICAL HAZARD 0 PERSONAL PROTECTION B Legend ACGIH: American Conference of Governmental Industrial Hygienists CAS No.: Chemical Abstract Service Registry Number CERCLA: Comprehensive Environmental Response,Compensation and Liability Act(U.S.EPA) CPR: Controlled Product Regulations(Canada) DOT: Department of Transportation(U.S.) EPA: Environmental Protection Agency(U.S.) GHS: Globally Harmonized System of Classification and Labeling of Chemicals HEPA: High-Efficiency Particulate Air HMIS: Hazardous Materials Identification System CSS-ES Part B Page 6 of 7 SDS North America SIMPSON CSS-ES Epoxy Primer and Saturant SAFETY DATA SHEET Strong-Tie IARC: International Agency for Research on Cancer IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods code LPP: Limite Permisible Ponderado(Chile) NIOSH: National Institute of Occupational Safety and Health(U.S.) NFPA: National Fire Protection Association(US) NTP: National Toxicology Program(US) OSHA: Occupational Safety and Health Administration(U.S.) PEL: Permissible Exposure Limit SARA: Superfund Amendments and Reauthorization Act(U.S.EPA) SDS: Safety Data Sheet STEL: Short Term Exposure Limit(15 minute Time Weighted Average) STOT: Specific Target Organ Toxicity(GHS Classification) TLV: Threshold Limit Value TSCA: Toxic Substances Control Act(U.S.) TWA: Time Weighted Average(exposure for 8-hour workday) U.S.: United States VOC: Volatile Organic Compounds WHMIS: Canadian Workplace Hazardous Materials Information System This Safety Data Sheet(SDS)is prepared by Simpson Strong-Tie Co. in compliance with the requirements of OSHA 29 CFR Part 1910.1200. The information it contains is offered in good faith as accurate as of the date of this SDS. This SDS is provided solely for the purpose of conveying health, safety, and environmental information. No warranty, expressed or implied, is given. Health and Safety precautions may not be adequate for all individuals and/or situations. It is the user's obligation to evaluate and use this product safely and to comply with all applicable laws and regulations. © 2014 Simpson Strong-Tie Company Inc. FOR INTERNAL USE ONLY CSS-ES Part A: XCOM3B CSS-ES Part B: XCOM3B XCORR CSS-ES Part B Page 7 of 7 SDS North America BASF We create chemistry Technical Data Guide 3 03 01 00 Maintenance of Concrete MasterEmaco T 1060 Very rapid-setting cement-based concrete repair mortar FORMERLY 10-60 RAPID MORTAR PACKAGING DESCRIPTION 50 lb(22.6 kg)polyethylene-lined bags MasterEmaco T 1060 is a onecomponent shrinkage-compensated very rapid-setting cement-based 3,000 lb(1,360 kg)bulk bags mortar.It is designed for repairing horizontal concrete surfaces where high early strength gain is required. YIELD 0.43 ft3(0,012 m3)per 50 lb(22.6 kg) PRODUCT HIGHLIGHTS HOW TO APPLY -WHEN EXTENDED 50%: •Extra low permeability p helps minimize SURFACE PREPARATION 0.57 ft3(0.016 m3) chloride intrusion CONCRETE -WHEN EXTENDED 100%: •Very rapid-setting structurally so that structures can be i.Concrete must be sound and fully 0.77 ft3(0.022 m3) opened to vehicular traffic in 1 hour cured(28 days). STORAGE •Low residual moisture,can be coated in as 2.Saw cut the perimeter of the area being Store in unopened containers in cool, little as 4 hours repaired into a square with a minimum depth clean,dry conditions •Excellent resistance to freeze/thaw cycling of t/' (13 mm). SHELF LIFE •Shrinkage compensated,minimizing cracking from 3.Refer to current ICRI Guideline no.310.2R drying shrinkage reducing stress at the bond line for surface prep requirements to permit -50 LB BAGS: •Can be extended up to 100%by weight proper bond. 1 year when properly stored providing higher yields 3,000 LB BULK BAGS: REINFORCING STEEL •Proprietary cement blend bonds to carbonated 6 months when properly stored and noncarbonated concrete substrates 1.Remove all oxidation and scale from the VOC CONTENT exposed reinforcing steel in accordance with 0 g/L less water and exempt solvents ICRI Technical Guideline No.310.1 R. APPLICATIONS 2.For additional protection from future corrosion, •Interior and exterior coat the prepared reinforcing steel with •Horizontal surfaces MasterProtect P 8100 AP. •Applications requiring high early-strength gain •Structural concrete repairs •Partial and full-depth repairs SUBSTRATES •Concrete MASTER° Master Builders Solutions by BASF >>BUILDERS www.master-builders-solutions.basf.us SOLUTION' Technical Data Guide MasterEmaco®T 1060 Technical Data Test Data Composition The following results were obtained with a water/powder ratio of 5.5 pints(2.6 L)of water to 50 lbs(22.7 kg) MasterEmaco T 1060 is a blend of cement,graded of MasterEmaco T 1060 at 73°F(23°C). aggregate,shrinkage-compensating agents,and PROPERTY RESULTS TEST METHOD set-control additives. Compliances Fresh wet density,lb/ft3(kg/m3) 130(2,082) ASTM C 138 •ASTM C 928 Set time,min,at 72°F(22°C) ASTM C 191 Initial 16 Final 28 Working time,min 8 Length change,%(pstrain) ASTM C 928 Drying shrinkage —0.05(-500) Wetting expansion +0.03(+300) Coefficient of thermal expansion, 7.0 x 10-6(12,6 x 101 CRD C 39 in/in/°F(cm/cm/°C) Modulus of elasticity,psi(GPa) 4.4 x 106(19.5) ASTM C 469 Rapid chloride permeability, <300 ASTM C 1202 coulombs Freeze/thaw resistance,%RDM, 100 ASTM C 666,(Procedure A) at 300 cycles Scaling resistance,at 25 cycles 0 rating;no scaling ASTM C 672 Slant shear bond strength,psi(MPa) ASTM C 882,modified' 1 day 2,300(16) 28 days 2,600(18) Splitting tensile strength,psi(MPa) ASTM C 496 1 day 400(3) 28 days 450(3) Flexural strength,psi(MPa) ASTM C 348 1 day 700(5) 28 days 850(6) Compressive strength,psi(MPa), ASTM C 109 2" cubes 1 hr 2,000(14) 1 day 4,000(28) 28 days 8,000(55) Compressive strength,psi(MPa), 7,400(51) ASTM C 39 3 by 6"cylinders,at 28 days 'No bonding agent used;mortar scrubbed into substrate. All application and performance values are typical for the material,but may vary with test methods,conditions,and configurations. Master Builders Solutions by BASF www.master-builders-solutions.basf.us MIXING APPLICATION CLEAN UP i.Precondition material to 70°F 5°(21°C 3°) i.After removing all standing water,thoroughly Clean tools and equipment with clean water before mixing. scrub a thin layer of bond coat into the immediately after use.Cured material must be 2.Add 51/2 pints(2.6 L)of potable water to the mixing saturated surface with a stiff-bristled broom or removed mechanically. container for each bag of MasterEmaco T 1060. brush.Do not dilute the bond coat with water. If required,add the correct amount of aggregate Do not apply more of this bond coat than can be to the mixer.Add the powder to the water while covered with mortar before the bond coat dries. FOR BEST PERFORMANCE continuously mixing with a slow-speed drill and Do not retemper the bond coat. •Minimum ambient,surface,and material paddle,mortar mixer,or other forced action mixer. 2.Immediately place the repair mortar from one temperature is 40°F(4°C)and rising. 3.Mix for a minimum of 3 minutes until side of the prepared area to the other.Work •Do not mix longer than 5 minutes. fully homogeneous. the material firmly into the bottom and sides •Minimum application thickness is 1/2"(13 mm). of the patch to ensure good bond.Level the •Neat MasterEmaco T 1060 can be applied to AGGREGATE EXTENSION MasterEmaco T 1060 and screed it to the a minimum of 1/4"(6 mm)if intended for use i.For repair areas 2-4"(51-102 mm)in depth, elevation of the existing concrete.Apply the under deck membranes on balconies subject to the minimum recommended addition is appropriate finish. pedestrian traffic. 15-25 lbs(6.8-11.4 kg)of 3/a"(10 mm) 3.Finish the completed repair,as required,taking •Consult coating supplier for overcoating washed,graded,rounded,SSD,low absorption, care not to overwork the surface. requirements. high density aggregate per 50 lb(22.6 kg)bag. a.The recommended application range of •Do not mix partial bags. 2.For areas greater than 4"(102 mm)in depth, MasterEmaco T 1060 is from 40 to 85°F •Do not add plasticizers,accelerators,retarders, the minimum recommended addition is (4 to 29°C).Follow ACI 305 and 306 for hot or other additives. 25-50 lbs(11.4-22.6 kg)of 3/a"(10 mm) or cold weather. •For professional use only;not for sale to or use washed,graded,rounded,SSD,low absorption, 5.A maximum of 15 minutes should be allowed to by the general public. high density aggregate per 50 lb bag. mix,place,and finish MasterEmaco T 1060 at •Make certain the most current versions of 3.The maximum aggregate extension is 50 lbs 70°F(21°C). product data sheet and SDS are being used; (22.6 kg)of pea gravel per bag. visit www.master-builders-solutions.BASF.us to 4.Aggregate must comply with the requirements CURING verify the most current versions. of ASTM C 33. Cure with an approved curing compound compliant •Proper application is the responsibility of the with ASTM C 309 or preferably ASTM C 1315. user.Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Technical Data Guide MasterEmaco®T 1060 HEALTH,SAFETY AND ENVIRONMENTAL LIMITED WARRANTY NOTICE Read,understand and follow all Safety Data Sheets BASF warrants this product to be free from and product label information for this product manufacturing defects and to meet the technical prior to use.The SDS can be obtained by visiting properties on the current Technical Data Guide, www.master-builders-solutions.basf.us, if used as directed within shelf life.Satisfactory e-mailing your request to basfbscst@basf.com results depend not only on quality products but or calling 1(800)433-9517.Use only as directed. also upon many factors beyond our control.BASF For medical emergencies only, MAKES NO OTHER WARRANTY OR GUARANTEE, call ChemTrec®1(800)424-9300. EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS.The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to,claims alleging breach of warranty,negligence,strict liability or otherwise,is the replacement of product or refund of the purchase price,at the sole option of BASF.Any claims concerning this product must be received in writing within one(1)year from the date of shipment and any claims not presented within that period are waived by Purchaser.BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS)OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However,BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights,especially patent rights,nor shall any legal relationship be created by or arise from the provision of such information and advice.BASF reserves the right to make any changes according to technological progress or further developments.The Purchaser of the Product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. BASF Corporation 889 Valley Park Drive,Shakopee,MN 55379 Customer Service 1(800)433.9517 Construction Systems www.master-builders-solutions.basf.us Technical Service 1(800)243.6739 �'FF S ©2016 BASF Corporation Form No.1018978 rev 04/2016 BASF We create chemistry Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 1/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) 1. Identification Product identifier used on the label MasterEmaco T 1060 Recommended use of the chemical and restriction on use Recommended use*: for industrial and professional users *The"Recommended use"identified for this product is provided solely to comply with a Federal requirement and is not part of the seller's published specification.The terms of this Safety Data Sheet(SDS)do not create or infer any warranty,express or implied,including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company: BASF Canada Inc. 100 Milverton Drive Mississauga, ON L5R 4H1, CANADA Telephone: +1 289 360-1300 Emergency telephone number CANUTEC (reverse charges): (613) 996-6666 BASF HOTLINE: (800)454-COPE (2673) Other means of identification Chemical family: No data available. 2. Hazards Identification According to Hazardous Products Regulations (HPR) (SOR/2015-17) Classification of the product Skin Corr./Irrit. 2 Skin corrosion/irritation Eye Dam./Irrit. 1 Serious eye damage/eye irritation STOT SE 3 (irritating to Specific target organ toxicity—single exposure respiratory system) STOT RE 1 (by inhalation) Specific target organ toxicity—repeated exposure Label elements Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 2/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Pictogram: 4 Signal Word: Danger Hazard Statement: H318 Causes serious eye damage. H315 Causes skin irritation. H335 May cause respiratory irritation. H372 Causes damage to organs (Lung)through prolonged or repeated exposure (inhalation). Precautionary Statements (Prevention): P280 Wear protective gloves and eye/face protection. P271 Use only outdoors or in a well-ventilated area. P260 Do not breathe dust/gas/mist/vapours. P270 Do not eat, drink or smoke when using this product. P264 Wash with plenty of water and soap thoroughly after handling. Precautionary Statements (Response): P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P310 Immediately call a POISON CENTER or doctor/physician. P304 + P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P303 + P352 IF ON SKIN (or hair): Wash with plenty of soap and water. P362 + P364 Take off contaminated clothing and wash it before reuse. Precautionary Statements (Storage): P403 + P233 Store in a well-ventilated place. Keep container tightly closed. P405 Store locked up. Precautionary Statements (Disposal): P501 Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified If applicable information is provided in this section on other hazards which do not result in classification but which may contribute to the overall hazards of the substance or mixture. 3. Composition / Information on Ingredients According to Hazardous Products Regulations (HPR) (SOR/2015-17) CAS Number Weight% Chemical name 14808-60-7 >= 50.0- < 75.0% crystalline silica 7778-18-9 >= 3.0 - < 10.0% Calcium sulphate 65997-15-1 >= 3.0 - < 15.0% Cement, portland, chemicals 1309-37-1 >= 0.0- < 3.0% Iron oxide 7631-86-9 >= 0.1 - < 1.0% Silicon dioxide Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 3/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) 4. First-Aid Measures Description of first aid measures General advice: First aid personnel should pay attention to their own safety. Remove contaminated clothing. If inhaled: After inhalation of dust. Keep patient calm, remove to fresh air. If difficulties occur: Obtain medical attention. If on skin: After contact with skin, wash immediately with plenty of water and soap. Under no circumstances should organic solvent be used. If irritation develops, seek medical attention. If in eyes: Wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. If swallowed: Rinse mouth immediately and then drink plenty of water, seek medical attention. Do not induce vomiting unless told to by a poison control center or doctor. Most important symptoms and effects, both acute and delayed Symptoms: Eye irritation, skin irritation, irritation of the mucous membranes Hazards: No applicable information available. Indication of any immediate medical attention and special treatment needed Note to physician Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire-Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Additional information: Product itself is non-combustible. Only the packaging materials can catch fire. The extinguishing agents normally used are sufficient. Special hazards arising from the substance or mixture Hazards during fire-fighting: carbon monoxide, carbon dioxide, harmful vapours Evolution of fumes/fog. The substances/groups of substances mentioned can be released in case of fire. Product is not combustible or explosive. Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 4/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Advice for fire-fighters Protective equipment for fire-fighting: Wear self-contained breathing apparatus and chemical-protective clothing. Further information: Product itself is non-combustible; fire extinguishing method of surrounding areas must be considered. The degree of risk is governed by the burning substance and the fire conditions. Dispose of fire debris and contaminated extinguishing water in accordance with official regulations. 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Avoid dust formation. Avoid contact with skin and eyes. Use personal protective clothing. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Do not discharge into drains/surface waters/groundwater. Methods and material for containment and cleaning up For small amounts: Pick up with suitable appliance and dispose of. For large amounts: Pick up with suitable appliance and dispose of. Pack in tightly closed containers for disposal. For residues: Rinse with plenty of water. Avoid raising dust. 7. Handling and Storage Precautions for safe handling Avoid dust formation. The Cement contained in this product reacts alkaline when in contact with water or humidity. This may cause severe irritation of skin or mucous membranes. The humidity of the skin or mucous membranes is enough for this reaction. Prolonged direct contact to the dry product should be avoided therefore. Avoid inhalation of dusts. Avoid skin contact. Pour downwind and allow as little free fall as possible while emptying bags into equipment. Breathing must be protected when large quantities are decanted without local exhaust ventilation. Protection against fire and explosion: No special precautions necessary. Conditions for safe storage, including any incompatibilities Segregate from metals. Segregate from acids. Segregate from lyes. Segregate from oxidants. Segregate from foods and animal feeds. Suitable materials for containers: High density polyethylene (HDPE) Further information on storage conditions: Containers should be stored tightly sealed in a dry place. 8. Exposure Controls/Personal Protection Components with occupational exposure limits Iron oxide OSHA PEL PEL 10 mg/m3 fumes/smoke ; TWA value 10 mg/m3 fumes/smoke ; ACGIH TLV TWA value 5 mg/m3 Respirable fraction ; Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 5/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Silicon dioxide OSHA PEL TWA value 6 mg/m3 ; TWA value 20 millions of particles per cubic foot of air ; TWA value 0.8 mg/m3 ; The exposure limit is calculated from the equation, 80/(%SiO2), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. Calcium sulphate OSHA PEL PEL 15 mg/m3 Total dust ; PEL 5 mg/m3 Respirable fraction ; TWA value 15 mg/m3 Total dust ; TWA value 5 mg/m3 Respirable fraction ; ACGIH TLV TWA value 10 mg/m3 Inhalable fraction ; crystalline silica OSHA PEL TWA value 2.4 millions of particles per cubic foot of air Respirable ; The exposure limit is calculated from the equation, 250/(%SiO2+5), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. TWA value 0.1 mg/m3 Respirable ; The exposure limit is calculated from the equation, 10/(%SiO2+2), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. TWA value 0.3 mg/m3 Total dust ; The exposure limit is calculated from the equation, 30/(%SiO2+2), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. ACGIH TLV TWA value 0.025 mg/m3 Respirable fraction ; Cement, portland, OSHA PEL PEL 15 mg/m3 Total dust ; PEL 5 mg/m3 chemicals Respirable fraction ; TWA value 10 mg/m3 Total dust ; TWA value 5 mg/m3 Respirable fraction ; TWA value 50 millions of particles per cubic foot of air ; ACGIH TLV TWA value 1 mg/m3 Respirable fraction ; The value is for particulate matter containing no asbestos and <1% crystalline silica. Advice on system design: Provide local exhaust ventilation to maintain recommended P.E.L. Personal protective equipment Respiratory protection: Breathing protection if dusts are formed. Hand protection: Chemical resistant protective gloves, Manufacturer's directions for use should be observed because of great diversity of types. Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 6/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Eye protection: Tightly fitting safety goggles (chemical goggles). Body protection: Body protection must be chosen based on level of activity and exposure. General safety and hygiene measures: Avoid contact with the skin, eyes and clothing. Avoid inhalation of dusts. In order to prevent contamination while handling, closed working clothes and working gloves should be used. Handle in accordance with good building materials hygiene and safety practice. When using, do not eat, drink or smoke. Hands and/or face should be washed before breaks and at the end of the shift. At the end of the shift the skin should be cleaned and skin-care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). Contaminated equipment or clothing should be cleaned after each use or disposed of. 9. Physical and Chemical Properties Form: powder to fine granules Odour: mild Odour threshold: Not determined due to potential health hazard by inhalation. Colour: grey pH value: 13 ( 20 °C) (as aqueous solution) Melting point: No applicable information available. Boiling point: No applicable information available. Sublimation point: No applicable information available. Flash point: The substance/product is non- combustible. Flammability: not determined Lower explosion limit: As a result of our experience with this product and our knowledge of its composition we do not expect any hazard as long as the product is used appropriately and in accordance with the intended use. Upper explosion limit: As a result of our experience with this product and our knowledge of its composition we do not expect any hazard as long as the product is used appropriately and in accordance with the intended use. Autoignition: not applicable Vapour pressure: No applicable information available. Relative density: No applicable information available. Bulk density: 1.6 g/ml Vapour density: No applicable information available. Partitioning coefficient n- No applicable information available. octanol/water(log Pow): Self-ignition not self-igniting temperature: Viscosity, dynamic: No applicable information available. Viscosity, kinematic: No applicable information available. Solubility (quantitative): No applicable information available. Solubility (qualitative): No applicable information available. Evaporation rate: No applicable information available. Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 7/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Other Information: If necessary, information on other physical and chemical parameters is indicated in this section. 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated. Chemical stability The product is stable if stored and handled as prescribed/indicated. Possibility of hazardous reactions The product is stable if stored and handled as prescribed/indicated. Strong bases are formed on the addition of water. Conditions to avoid Avoid dust formation. Avoid humidity. Incompatible materials strong bases, strong acids Hazardous decomposition products Decomposition products: No hazardous decomposition products if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Product may present a nuisance dust hazard. Inhalation of dust may cause respiratory tract irritation, coughing and breathing difficulties. Oral No applicable information available. Inhalation No applicable information available. Dermal No applicable information available. Assessment other acute effects No applicable information available. Irritation/corrosion Assessment of irritating effects: Causes temporary irritation of the respiratory tract. Skin contact causes irritation. May cause severe damage to the eyes. The product has not been tested. The statement has been derived from substances/products of a similar structure or composition. Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 8/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Sensitization Assessment of sensitization: Chromate in this product has been reduced. Sensitization due to chromate within stated shelf-live is unlikely. Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxicity: After repeated exposure the prominent effect is local irritation. The product has not been tested. The statement has been derived from the properties of the individual components. This product contains crystalline silica (quartz). Prolonged or repeated inhalation of respirable crystalline silica may result in silicosis. Genetic toxicity Assessment of mutagenicity: The chemical structure does not suggest a specific alert for such an effect. The product has not been tested. The statement has been derived from the properties of the individual components. Carcinogenicity Assessment of carcinogenicity: The whole of the information assessable provides no indication of a carcinogenic effect. Information on: crystalline silica Assessment of carcinogenicity: In long-term studies in rats and mice in which the substance was given by feed, a carcinogenic effect was not observed. In long-term animal studies in which the substance was given by inhalation in high doses, a carcinogenic effect was observed. The substance and its compounds in the form of respirable dusts/aerosolsis classified by the German MAK commision as a category 1 carcinogen (substances that cause cancer to humans). A carcinogenic effect cannot safely be ruled out. The inhalation uptake of the alveolar fraction of the fine dust may cause damage to the lungs. The International Agency for Research on Cancer(IARC) has classified this substance as a Group 1 (known) human carcinogen. NTP listed carcinogen Teratogenicity Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an effect. The product has not been tested. The statement has been derived from the properties of the individual components. Experiences in humans Information on: crystalline silica May cause silicosis. Other Information Based on our experience and the information available, no adverse health effects are expected if handled as recommended with suitable precautions for designated uses. The product has not been tested. The statements on toxicology have been derived from products of a similar structure and composition. Symptoms of Exposure Eye irritation, skin irritation, irritation of the mucous membranes Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 9/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: There is a high probability that the product is not acutely harmful to aquatic organisms. The product gives rise to pH shifts. Persistence and degradability Assessment biodegradation and elimination (H2O) Inorganic product which cannot be eliminated from water by biological purification processes. The product is slightly soluble in water. It can be largely eliminated from the water by abiotic processes, e.g. mechanical separation. Experience shows this product to be inert and non-degradable. Elimination information not applicable Bioaccumulative potential Assessment bioaccumulation potential The product will not be readily bioavailable due to its consistency and insolubility in water. Mobility in soil Assessment transport between environmental compartments The substance will not evaporate into the atmosphere from the water surface. Following exposure to soil, adsorption to solid soil particles is probable, therefore contamination of groundwater is not expected. Additional information Other ecotoxicological advice: Do not discharge product into the environment without control. 13. Disposal considerations Container disposal: Completely emptied packagings can be given for recycling. 14. Transport Information Land transport TDG Not classified as a dangerous good under transport regulations Safety Data Sheet MasterEmaco T 1060 Revision date : 2016/06/09 Page: 10/10 Version: 4.0 (30605519/SDS_GEN_CA/EN) Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/ICAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Regulations Registration status: Chemical DSL, CA released /listed 16. Other Information SDS Prepared by: BASF NA Product Regulations SDS Prepared on: 2016/06/09 We support worldwide Responsible Care®initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. END OF DATA SHEET D • BASF We create chemistry Technical Data Guide 3 03 62 16 Maintenance of Concrete MasterEmaco° N 350 CI Polymer-modified lightweight vertical and overhead repair mortar with integral corrosion inhibitor FORMERLY EMACO®R350 CI PACKAGING DESCRIPTION 55 lb(25 kg)polyethylene-lined bags MasterEmaco N 350 CI is a one-component low-density,polymer-modified renovation mortar that YIELD contains an integral corrosion inhibitor.It is ideally suited for patching and resurfacing distressed concrete. 0.61 ft3(0.017 m3)per 55 lb bag(25 kg) STORAGE PRODUCT HIGHLIGHTS HOW TO APPLY Store in unopened containers in a •Non-sag consistency able to be placed in 23/a" SURFACE PREPARATION cool,clean,dry area (70 mm)thick lifts i.Substrate must be structurally sound and fully SHELF LIFE •Polymer modification improves adhesion and cured(28 days). 9 months when properly stored provides increased freeze/thaw stability 2.Saw cut the perimeter of the area being repaired •Only requires the addition of potable water into a square with a minimum depth of (3 mm). VOC CONTENT •Readily sculpted,shaved,and finished to match 3.The surface to be repaired must be clean,free o g/L less water and exempt solvents existing substrate of laitance and saturated surface-dry(SSD) •Lightweight microscopic beads improve vertical following ICRI Guideline no.310.2 to permit and overhead workability proper bond. •Low modulus of elasticity for improved REINFORCING STEEL compatibility for surface renovation 1.Remove all oxidation and scale from the •Excellent yield per bag exposed reinforcing steel in accordance with •Shrinkage compensated and thus reduces ICRI Technical Guideline No.310.1 R. stress at bondline 2.For additional protection from future corrosion, •Very low chloride permeability and an integral coat the prepared reinforcing steel with corrosion inhibitor protects reinforcing steel MasterProtect P 8100 AP. APPLICATIONS MIXING •Interior and exterior i.Use a slow-speed drill(400-600 rpm)with •Vertical and overhead a Jiffy-type paddle or an appropriately sized •Above grade mortar mixer. •Spalls or holes in concrete 2.Add 0.95-1.1 gallons(3.6-4.1 L)of clean •Deteriorated edges potable water per 55 lb(25 kg)bag of MasterEmaco N 350 Cl.Pour approximately 90%of the mix water into the mixing container, SUBSTRATES then charge the mixer with the bagged material. •Concrete Add remaining mix water as required for vertical •Masonry or overhead applications. MASTER° Master Builders Solutions by BASF »BUILDER S www.master-builders-solutions.basf.us SOLUTION Technical Data Guide MasterEmaco®N 350 CI Technical Data Test Data Composition PROPERTY MI RESULTS TEST METHODS MasterEmaco N 350 CI is a blend of cement, microsilica,graded aggregates,dry polymer, 1 Day 7 Days 28 Days lightweight fillers,integral corrosion inhibitor,and Psi Psi Psi set-control additives. (MPa) (MPa) (MPa) Compressive strength ASTM C 109 1,500 3,500 5,000 Typical Properties (10.4) (24.2) (34.5) PROPERTY VALUE Splitting tensile strength ASTM C 496 Unit weight,lb/ft3(kg/m3) 103(1,650) 200 300 600 (1.4) (2.1) (4.1) Working time,min 30 Flexural strength ASTM C 348 Set times,hr:min 250 700 900 (ASTM C 266) (1.7) (4.8) (6.2) Initial set 0:45 Final set 1:30 Direct-shear bond strength Michigan DOT 250 300 400 (1.7) (2.1) (2.8) Slant shear bond strength ASTM C 882, 500 1,100 1,500 Modified' (3.5) (7.6) (10.4) Modulus of elasticity,psi(GPa) 2.0 x 106(14.0) ASTM C 469 Rapid chloride permeability, 300 ASTM C 1202/ coulombs AASHTO T 277 Freeze/thaw resistance,%RDM, 100 ASTM C 666, at 300 cycles Procedure A Scaling resistance at 50 cycles 1;very slight scaling ASTM C 672 'No epoxy-bonding agent used,air cured according to ASTM C 1042. Results were obtained when material was mixed with 0.98 gallons(3.7 L)of water per bag and cured at 70°F(21°C).Expect reasonable variations,depending upon mixing equipment,temperature,application methods,test methods,and curing conditions. Master Builders Solutions by BASF www.master-builders-solutions.basf.us 3.Mix to a uniform consistency.Typical mixing FOR BEST PERFORMANCE LIMITED WARRANTY NOTICE time is 3-5 minutes.Do not mix longer •Do not use solvent-based curing compounds BASF warrants this product to be free from than 5 minutes. •Do not bridge moving cracks or joints. manufacturing defects and to meet the technical •Do not overwork material properties on the current Technical Data Guide, APPLICATION •Do not add plasticizers,accelerators,retarders, if used as directed within shelf life.Satisfactory i.Dampen the surface with potable water; it or other additives. results depend not only on quality products but must be saturated surface-dry(SSD)with no •Do not extend with aggregate. also upon many factors beyond our control.BASF standing water. •Bonding agents are recommended for large MAKES NO OTHER WARRANTY OR GUARANTEE, 2.With a gloved hand,scrub a small quantity areas as well as permanently damp areas. EXPRESS OR IMPLIED,INCLUDING WARRANTIES of mixed material into the SSD substrate. •Protect from freezing for 24 hours after application. OF MERCHANTABILITY OR FITNESS FOR A Thoroughly key in and work the material •Protect repairs from direct sunlight,wind, PARTICULAR PURPOSE WITH RESPECT TO ITS throughout the cavity to promote bond.Do and other conditions that could cause rapid PRODUCTS.The sole and exclusive remedy of not apply more of the bond coat than can be drying of material. Purchaser for any claim concerning this product, covered with mortar before the bond coat dries. •Do not use in applications where product will be including but not limited to,claims alleging 3.Apply material in lifts of/-23/"(3—70 mm). in a continuous wet or immersed condition. breach of warranty,negligence,strict liability Avoid featheredging.For optimum mechanical •Do not use in sulfate-exposed environments. or otherwise,is the replacement of product or bond on successive lifts,thoroughly score •Do not use solvent-based curing compounds. refund of the purchase price,at the sole option of each lift and allow to reach initial set before •For professional use only;not for sale to or use BASF.Any claims concerning this product must the next layer is applied.Placement time is by the general public. be received in writing within one(1)year from the approximately 30 minutes at 70°F(21°C)and •Make certain the most current versions of date of shipment and any claims not presented 50%relative humidity. product data sheet and SDS are being used; within that period are waived by Purchaser.BASF a.Trowel,shave or shape material to the desired visit www.master-builders-solutions.BASFus to WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, finish after initial set. verify the most current versions. INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST 5.The recommended application range of Emaco •Proper application is the responsibility of the PROFITS)OR PUNITIVE DAMAGES OF ANY KIND. R 350 CI is from 45 to 90°F(7 to 32°C). user.Field visits by BASF personnel are for the Follow ACI 305 and 306 for hot or cold weather purpose of making technical recommendations Purchaser must determine the suitability of the guidelines. only and not for supervising or providing quality products for the intended use and assumes control on the jobsite. all risks and liabilities in connection therewith. CURING This information and all further technical advice Cure with an approved water based curing are based on BASF's present knowledge and compound compliant with ASTM C 309 or HEALTH,SAFETY AND ENVIRONMENTAL experience.However,BASF assumes no liability preferably ASTM C 1315.If the repair area will Read,understand and follow all Safety Data Sheets for providing such information and advice receive a coating,wet curing is recommended. and product label information for this product including the extent to which such information prior to use.The SDS can be obtained by visiting and advice may relate to existing third party www.master-builders-solutions.basf.us, intellectual property rights,especially patent e-mailing your request to basfbscst@basf.com rights,nor shall any legal relationship be created or calling 1(800)433-9517.Use only as directed. by or arise from the provision of such information For medical emergencies only, and advice.BASF reserves the right to make any call ChemTrec°1(800)424-9300. changes according to technological progress or further developments.The Purchaser of the Product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. Technical Data Guide MasterEmaco®N 350 CI BASF Corporation 889 Valley Park Drive,Shakopee,MN 55379 Customer Service 1(800)433.9517 Construction Systems www.master-builders-solutions.basf.us Technical Service 1(800)243.6739 FFOS ©2013 BASF Corporation Form No.1019943 rev 09/13 BASF We create chemistry Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 1/11 Version: 4.0 (30605506/SDSGEN_CA/EN) 1. Identification Product identifier used on the label MasterEmaco N 350CI Recommended use of the chemical and restriction on use Recommended use*: for industrial and professional users *The"Recommended use"identified for this product is provided solely to comply with a Federal requirement and is not part of the seller's published specification.The terms of this Safety Data Sheet(SDS)do not create or infer any warranty,express or implied,including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company: BASF Canada Inc. 100 Milverton Drive Mississauga, ON L5R 4H1, CANADA Telephone: +1 289 360-1300 Emergency telephone number CANUTEC (reverse charges): (613) 996-6666 BASF HOTLINE: (800)454-COPE (2673) Other means of identification Chemical family: No applicable information available. 2. Hazards Identification According to Hazardous Products Regulations (HPR) (SOR/2015-17) Classification of the product Skin Corr./Irrit. 2 Skin corrosion/irritation Eye Dam./Irrit. 1 Serious eye damage/eye irritation STOT SE 3 (irritating to Specific target organ toxicity—single exposure respiratory system) STOT RE 1 (by inhalation) Specific target organ toxicity—repeated exposure Label elements Safety Data Sheet MasterEmaco N 35OCI Revision date : 2015/04/08 Page: 2/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Pictogram: 4 Signal Word: Danger Hazard Statement: H318 Causes serious eye damage. H315 Causes skin irritation. H335 May cause respiratory irritation. H372 Causes damage to organs (Lung)through prolonged or repeated exposure. Precautionary Statements (Prevention): P280 Wear protective gloves/protective clothing/eye protection/face protection. P271 Use only outdoors or in a well-ventilated area. P260 Do not breathe dust/gas/mist/vapours. P202 Do not handle until all safety precautions have been read and understood. P270 Do not eat, drink or smoke when using this product. P264 Wash with plenty of water and soap thoroughly after handling. Precautionary Statements (Response): P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P310 Immediately call a POISON CENTER or doctor/physician. P304 + P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P303 + P352 IF ON SKIN (or hair): Wash with plenty of soap and water. P332 + P313 If skin irritation occurs: Get medical advice/attention. P362 + P364 Take off contaminated clothing and wash before reuse. Precautionary Statements (Storage): P403 + P233 Store in a well-ventilated place. Keep container tightly closed. P405 Store locked up. Precautionary Statements (Disposal): P501 Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified If applicable information is provided in this section on other hazards which do not result in classification but which may contribute to the overall hazards of the substance or mixture. According to Controlled Products Regulations (CPR) (SOR/88-66) Emergency overview IRRITANT. In combination with water, repeated or prolonged dermal exposure can cause moderate to severe alkali burns. Risk of serious damage to eyes. Irritating to respiratory system and skin. Safety Data Sheet MasterEmaco N 35OCI Revision date : 2015/04/08 Page: 3/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) 3. Composition / Information on Ingredients According to Hazardous Products Regulations (HPR) (SOR/2015-17) CAS Number Content (W/W) Chemical name 14808-60-7 >= 25.0 - < 50.0 % crystalline silica 65997-15-1 >= 25.0 - < 50.0 % Cement, portland, chemicals 7778-18-9 >= 5.0 - < 7.0 % Calcium sulphate 13397-24-5 >= 0.3 - < 3.0 % Gypsum (Ca(SO4).2H2O) 1305-62-0 >= 0.3 - < 3.0 % Calcium dihydroxide 7632-00-0 >= 0.1 - < 0.2 % sodium nitrite 1317-65-3 >= 0.0 - < 3.0 % Limestone According to Controlled Products Regulations (CPR) (SOR/88-66) CAS Number Content (W/W) Chemical name 14808-60-7 >= 25.0 - < 50.0 % crystalline silica 65997-15-1 >= 25.0 - < 50.0 % Cement, portland, chemicals 7778-18-9 >= 5.0 - < 7.0 % Calcium sulphate 13397-24-5 >= 0.3 - < 3.0 % Gypsum (Ca(SO4).2H2O) 1305-62-0 >= 0.3 - < 3.0 % Calcium dihydroxide 7632-00-0 >= 0.1 - < 0.2 % sodium nitrite 1317-65-3 >= 0.0 - < 3.0 % Limestone 4. First-Aid Measures Description of first aid measures General advice: First aid personnel should pay attention to their own safety. Remove contaminated clothing. If inhaled: After inhalation of dust. Keep patient calm, remove to fresh air. If difficulties occur: Obtain medical attention. If on skin: After contact with skin, wash immediately with plenty of water and soap. Under no circumstances should organic solvent be used. If irritation develops, seek medical attention. If in eyes: Wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. If swallowed: Rinse mouth immediately and then drink plenty of water, seek medical attention. Do not induce vomiting unless told to by a poison control center or doctor. Most important symptoms and effects, both acute and delayed Symptoms: The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. Hazards: No applicable information available. Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 4/11 Version: 4.0 (30605506/SDSGEN_CA/EN) Indication of any immediate medical attention and special treatment needed Note to physician Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire-Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Additional information: Product itself is non-combustible. Only the packaging materials can catch fire. The extinguishing agents normally used are sufficient. Special hazards arising from the substance or mixture Hazards during fire-fighting: carbon monoxide, carbon dioxide, harmful vapours Evolution of fumes/fog. The substances/groups of substances mentioned can be released in case of fire. Product is not combustible or explosive. Advice for fire-fighters Protective equipment for fire-fighting: Wear self-contained breathing apparatus and chemical-protective clothing. Further information: Product itself is non-combustible; fire extinguishing method of surrounding areas must be considered. The degree of risk is governed by the burning substance and the fire conditions. Dispose of fire debris and contaminated extinguishing water in accordance with official regulations. 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Avoid dust formation. Avoid contact with skin and eyes. Use personal protective clothing. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Do not discharge into drains/surface waters/groundwater. Methods and material for containment and cleaning up For small amounts: Pick up with suitable appliance and dispose of. For large amounts: Pick up with suitable appliance and dispose of. Pack in tightly closed containers for disposal. For residues: Rinse with plenty of water. Avoid raising dust. Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 5/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) 7. Handling and Storage Precautions for safe handling Avoid dust formation. The Cement contained in this product reacts alkaline when in contact with water or humidity. This may cause severe irritation of skin or mucous membranes. The humidity of the skin or mucous membranes is enough for this reaction. Prolonged direct contact to the dry product should be avoided therefore. Avoid inhalation of dusts. Avoid skin contact. Pour downwind and allow as little free fall as possible while emptying bags into equipment. Breathing must be protected when large quantities are decanted without local exhaust ventilation. Protection against fire and explosion: No special precautions necessary. Conditions for safe storage, including any incompatibilities Segregate from metals. Segregate from acids. Segregate from lyes. Segregate from oxidants. Segregate from foods and animal feeds. Suitable materials for containers: Paper/Fibreboard Further information on storage conditions: Containers should be stored tightly sealed in a dry place. 8. Exposure Controls/Personal Protection Components with occupational exposure limits Calcium dihydroxide OSHA PEL PEL 5 mg/m3 Respirable fraction ; PEL 15 mg/m3 Total dust ; TWA value 5 mg/m3 ; ACGIH TLV TWA value 5 mg/m3 ; Limestone OSHA PEL PEL 5 mg/m3 Respirable fraction ; PEL 15 mg/m3 Total dust ; TWA value 15 mg/m3 Total dust ; TWA value 5 mg/m3 Respirable fraction Calcium sulphate OSHA PEL PEL 5 mg/m3 Respirable fraction ; PEL 15 mg/m3 Total dust ; TWA value 15 mg/m3 Total dust ; TWA value 5 mg/m3 Respirable fraction ACGIH TLV TWA value 10 mg/m3 Inhalable fraction ; Gypsum (Ca(SO4).2H2O) OSHA PEL PEL 5 mg/m3 Respirable fraction ; PEL 15 mg/m3 Total dust ; TWA value 15 mg/m3 Total dust ; TWA value 5 mg/m3 Respirable fraction ACGIH TLV TWA value 10 mg/m3 Inhalable fraction ; Safety Data Sheet MasterEmaco N 35OCI Revision date : 2015/04/08 Page: 6/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) crystalline silica OSHA PEL TWA value 2.4 millions of particles per cubic foot of air Respirable ; The exposure limit is calculated from the equation, 250/(%SiO2+5), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. TWA value 0.1 mg/m3 Respirable ; The exposure limit is calculated from the equation, 10/(%SiO2+2), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. TWA value 0.3 mg/m3 Total dust ; The exposure limit is calculated from the equation, 30/(%SiO2+2), using a value of 100% SiO2. Lower percentages of SiO2 will yield higher exposure limits. ACGIH TLV TWA value 0.025 mg/m3 Respirable fraction ; Cement, portland, OSHA PEL PEL 15 mg/m3 Total dust ; PEL 5 mg/m3 chemicals Respirable fraction ; ACGIH TLV TWA value 1 mg/m3 Respirable fraction ; The value is for particulate matter containing no asbestos and <1% crystalline silica. Advice on system design: Provide local exhaust ventilation to maintain recommended P.E.L. Personal protective equipment Respiratory protection: Breathing protection if dusts are formed. Hand protection: Chemical resistant protective gloves, Manufacturer's directions for use should be observed because of great diversity of types. Eye protection: Tightly fitting safety goggles (chemical goggles). Body protection: Body protection must be chosen based on level of activity and exposure. General safety and hygiene measures: Avoid contact with the skin, eyes and clothing. Avoid inhalation of dusts. In order to prevent contamination while handling, closed working clothes and working gloves should be used. Handle in accordance with good building materials hygiene and safety practice. When using, do not eat, drink or smoke. Hands and/or face should be washed before breaks and at the end of the shift. At the end of the shift the skin should be cleaned and skin-care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). Contaminated equipment or clothing should be cleaned after each use or disposed of. 9. Physical and Chemical Properties Form: powder Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 7/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Odour: odourless Odour threshold: Not determined due to potential health hazard by inhalation. Colour: off-white pH value: of low solubility Melting point: > 2,000 °C Boiling point: No applicable information available. Sublimation point: No applicable information available. Flash point: The substance/product is non- combustible. Flammability: not determined Lower explosion limit: As a result of our experience with this product and our knowledge of its composition we do not expect any hazard as long as the product is used appropriately and in accordance with the intended use. Upper explosion limit: As a result of our experience with this product and our knowledge of its composition we do not expect any hazard as long as the product is used appropriately and in accordance with the intended use. Autoignition: No applicable information available. Vapour pressure: No applicable information available. Relative density: No data available. Bulk density: 1,800 -2,400 kg/m3 Vapour density: No applicable information available. Partitioning coefficient n- No applicable information available. octanol/water(log Pow): Self-ignition not self-igniting temperature: Viscosity, dynamic: No data available. Viscosity, kinematic: No applicable information available. Solubility in water: The product has not been tested. Solubility (quantitative): No applicable information available. Solubility (qualitative): No applicable information available. Evaporation rate: No applicable information available. 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated. Oxidizing properties: Based on its structural properties the product is not classified as oxidizing. Chemical stability The product is stable if stored and handled as prescribed/indicated. Possibility of hazardous reactions The product is stable if stored and handled as prescribed/indicated. Strong bases are formed on the addition of water. Conditions to avoid Avoid dust formation. Avoid humidity. Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 8/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Incompatible materials strong bases, strong acids Hazardous decomposition products Decomposition products: No hazardous decomposition products if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Virtually nontoxic after a single ingestion. Virtually nontoxic after a single skin contact. Virtually nontoxic by inhalation. The product has not been tested. The statement has been derived from the properties of the individual components. Oral No applicable information available. Inhalation No applicable information available. Dermal No applicable information available. Assessment other acute effects Assessment of STOT single: Causes temporary irritation of the respiratory tract. The product has not been tested. The statement has been derived from the properties of the individual components. Irritation/corrosion Assessment of irritating effects: Skin contact causes irritation. May cause severe damage to the eyes. The product has not been tested. The statement has been derived from the properties of the individual components. Sensitization Assessment of sensitization: There is no evidence of a skin-sensitizing potential. The product has not been tested. The statement has been derived from the properties of the individual components. Chromate in this product has been reduced. Sensitization due to chromate within stated shelf-live is unlikely. Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxicity: No reliable data was available concerning repeated dose toxicity. Based on available Data, the classification criteria are not met. The product has not been tested. The statement has been derived from the properties of the individual components. Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 9/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Genetic toxicity Assessment of mutagenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Carcinogenicity Assessment of carcinogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Information on: crystalline silica Assessment of carcinogenicity: In long-term studies in rats and mice in which the substance was given by feed, a carcinogenic effect was not observed. In long-term animal studies in which the substance was given by inhalation in high doses, a carcinogenic effect was observed. The substance and its compounds in the form of respirable dusts/aerosolsis classified by the German MAK commision as a category 1 carcinogen (substances that cause cancer to humans). A carcinogenic effect cannot safely be ruled out. The inhalation uptake of the alveolar fraction of the fine dust may cause damage to the lungs. The International Agency for Research on Cancer(IARC) has classified this substance as a Group 1 (known) human carcinogen. NTP listed carcinogen Reproductive toxicity Assessment of reproduction toxicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Teratogenicity Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Other Information Based on our experience and the information available, no adverse health effects are expected if handled as recommended with suitable precautions for designated uses. The product has not been tested. The statements on toxicology have been derived from the properties of the individual components. Symptoms of Exposure The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: There is a high probability that the product is not acutely harmful to aquatic organisms. The product gives rise to pH shifts. Based on available Data, the classification criteria are not met. Persistence and degradability Assessment biodegradation and elimination (H2O) Inorganic product which cannot be eliminated from water by biological purification processes. The product is slightly soluble in water. It can be largely eliminated from the water by abiotic processes, e.g. mechanical separation. Safety Data Sheet MasterEmaco N 35OCI Revision date : 2015/04/08 Page: 10/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Experience shows this product to be inert and non-degradable. Elimination information not applicable Bioaccumulative potential Assessment bioaccumulation potential The product will not be readily bioavailable due to its consistency and insolubility in water. Mobility in soil Assessment transport between environmental compartments The substance will not evaporate into the atmosphere from the water surface. Following exposure to soil, adsorption to solid soil particles is probable, therefore contamination of groundwater is not expected. Additional information Other ecotoxicological advice: Do not discharge product into the environment without control. The product has not been tested. The statements on ecotoxicology have been derived from the properties of the individual components. 13. Disposal considerations Waste disposal of substance: Observe national and local legal requirements. Residues should be disposed of in the same manner as the substance/product. Container disposal: Completely emptied packagings can be given for recycling. 14. Transport Information Land transport TDG Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/ICAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Safety Data Sheet MasterEmaco N 350CI Revision date : 2015/04/08 Page: 11/11 Version: 4.0 (30605506/SDS_GEN_CA/EN) Federal Regulations Registration status: Chemical DSL, CA released; restriction on quantity/not listed This product contains a substance subject to a Significant New Activity(SNAc) as disclosed in the Canada Gazette. SNAc applies if substance is engineered to contain particles 1 to 100 nanometers in size. SNAc 16509 WHMIS D2A: Materials Causing Other Toxic Effects-Very 411 classification: toxic material D2B: Materials Causing Other Toxic Effects-Toxic 41) material THIS PRODUCT HAS BEEN CLASSIFIED IN ACCORDANCE WITH THE HAZARD CRITERIA OF THE CPR AND THE MSDS CONTAINS ALL THE INFORMATION REQUIRED BY THE CPR. 16. Other Information SDS Prepared by: BASF NA Product Regulations SDS Prepared on: 2015/04/08 We support worldwide Responsible Care®initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. END OF DATA SHEET Product Data Sheet == Edition 4.9.2015 V SikaGrout®328 Sika ISCOCIP'ete Technology SikaGrout° 328 High performance, precision, grout with extended working time Description SikaGrout®328 is a non-shrink,non-metallic,cementitious precision grout powered by ViscoCrete technology.This grout provides extended working time and exceptional physical performance at fluid consistency. A structural, precision grout, SikaGrout®328 can be placed from fluid to dry pack over a tem- perature range of 40°-95°F.SikaGrout®328 meets the ASTM-C 1107(Grade B&C)and Corps of Engineers Specification CRD-C621. Where to Use • Where exceptional one day and ultimate compressive strengths are required. • Applications requiring a pumpable grout. • Non-shrink grouting of machinery and equipment, base plates sole plates, precast panels, beams, columns and curtain walls. • Applications where a non-shrink grout is needed for maximum effective bearing area to transfer optimum load. • For underwater application in conjunction with Sikament® 100SC. Consult Technical Ser- vice for dosage information. Independent test data is available however on site testing is recommended to confirm performance under actual field conditions. • For grouting rebar, bolts, dowels and pins, etc. Advantages • Multiple fluidity with one material. • Reaches 10,000 psi in dry pack consistency. • Outstanding performance in fluid state. • Extended working time. • Excellent fluidity-sufficient time for placement. • Contains premium quality quartz aggregate. • Hardens free of segregation. • Non-metallic,will not stain or rust. • Meets CRD C-621 &ASTM C-1107(Grade C). • Shows positive expansion. • SikaGrout®328 is USDA-approved. Coverage Approximately 0.44 cu.ft./bag at high flow. Packaging Multi-wall bags;40 bags/pallet, 50 lbs. per bag. Typical Data(Material and curing conditions @ 73°F(23°C)and 50%R.H.) RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, TEMPERATURE,APPLICATION METHODS,TEST METHODS,ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life 9 months in original,unopened bags. Storage Conditions Store dry at 40°-95°F(4°-35°C). Recommend conditioning material to 65°-75°F before using. Color Concrete gray Flow Conditions Dry Pack Plastic Flowablel Fluid z (10-25%) (100-125%) (124-145%) (20-60 sec) Typical Water Requirements: 5.5-6.0 pts. 6.5-7.0 pts. 7.0-7.5 pts. 8.0-8.5 pts. Set Time(ASTM C-191): Initial <15mins >2 hr. >3 hr. >4 hr. Final <2hrs <6hr. <7hr. <8hr. Compressive Strength,psi ASTM-C-109 1 day 5,000 4,500 4,000 3,500 3day 8,000 6,500 6,000 5,500 14day 9,200 7,000 6,700 6,500 28 day 10,000 8,200 8,000 7,500 Splitting Tensile,psi(ASTM C-496) 3 day 350 7 day 400 28day 650 Flexural Strength,psi(ASTM C-78) 3 day 1,100 7 day 1,200 28 day 1,300 PRIOR TO EACH USE OF ANY SIKA PRODUCT,THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND ' INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET,PRODUCT LABEL AND SAFETY DATA ® SHEET WHICH ARE AVAILABLE ONLINE AT HTTP://USA.SIKA.COM/OR BY CALLING SIKA'S TECHNICAL SERVICE DE- PARTMENT AT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR- RENT PRODUCT DATA SHEET,PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. D50 Bond Strength,psi(ASTM C-882 modified): Hardened concrete to plastic grout 3 day 950 7 day 1750 28 day 2000 Freeze Thaw Cycles Procedures-(ASTM-C-666) 300 Cycles RDF 99% 'CRD C-227:100-124%(plastic),124-145%(flowable) 2CRD C-611:10-30 sec efflux time. How to Use Surface Preparation Remove all dirt,oil,grease,and other bond-inhibiting materials by mechanical means.Anchor bolts to be grouted must be de-greased with suitable solvent. Concrete must be sound and roughened to promote mechanical adhesion.Prior to pouring,surface should be brought to a SSD(saturated surface dry)condi- tion. Forming: For pourable grout, construct forms to retain grout without leakage. Forms should be lined or coated with bond-breaker for easy removal. Forms should be sufficiently high to accommodate head of grout.Where grout-tight form is difficult to achieve,use SikaGrout°328 in dry pack consistency. Mixing Mechanically mix with a low speed drill(400-600 rpm)for at least 5 minutes using a Sika mixing paddle or a jiffy paddle.SikaGrout°328 can be mixed in an appropriately sized mortar mixer.Mixing should continue until a homogenous mixture is achieved. Product Extension: For deeper applications, SikaGrout°328 (plastic and flowable consistencies only) may be extended with 25 lbs.of 3/8"pea gravel.The aggregate must be non-reactive(Reference ASTM C1260,C227 and C289),clean,well-graded,saturated surface dry,have low absorption and high density, and comply with ASTM C33 size number 8 per Table 2.Add the pea gravel after the water and SikaGrout °328. Mixing Procedure: Make sure all forming, mixing, placing, and clean-up materials are on hand.Add appropriate quantity of clean water to achieve desired flow.Add bag of powder to mixing vessel. Mix to a uniform consistency, minimum of 5 minutes.Ambient and material temperature should be as close as possible to 70°F.If higher,use cold water;if colder,use warm water.Use only the amount of water required to achieve desired consistency. DO NOT OVER WATER! Application Within 60 minutes after mixing,place grout into forms in normal manner to avoid air entrapment.Vibrate, pump,or ram grout as necessary to achieve flow or compaction.SikaGrout°328 must be confined leaving minimum exposed surface.After grout has achieved final set,remove forms,trim or shape exposed grout shoulders to designed profile. SikaGrout°328 is an excellent grout for pumping, even at high flow. For pump recommendations,contact Technical Service.Wet cure for a minimum of 3 days or apply a curing compound which complies with ASTM C-309 on exposed surfaces. Limitations • Minimum ambient and substrate temperature 45°F and rising at time of application. • Minimum application thickness: 1/2 in. • For application thicknesses of 6 inches or greater,consult Sika's Technical Service Department. • Do not use as a patching or overlay mortar or in unconfined areas. •As with all cement based materials,avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc.with an appropriate epoxy such as Sikadur 32 Hi-Mod. PRIOR TO EACH USE OF ANY SIKA PRODUCT,THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET,PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT HTTP://USA.SIKA.COM/OR BY CALLING SIKA'S TECHNICAL SERVICE DE- PARTMENT AT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR- RENT PRODUCT DATA SHEET,PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. KEEP CONTAINER TIGHTLY CLOSED.KEEP OUT OF REACH OF CHILDREN.NOT FOR INTERNAL CONSUMPTION.FOR INDUSTRIAL USE ONLY.FOR PROFESSIONAL USE ONLY. For further information and advice regarding transportation,handling,storage and disposal of chemical products,users should refer to the actual Safety Data Sheets containing physical,ecological,toxicological and other safety related data.Read the current actual Safety Data Sheet before using the product.In case of emergency,call CHEMTREC at 1-800-424-9300,International 703-527-3887. Prior to each use of any Sika product,the user must always read and follow the warnings and instructions on the product's most current Product Data Sheet,product label and Safety Data Sheet which are available online at http://usa.sika.com/or by calling Sika's Technical Service Depart- ment at 800-933-7452.Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Product Data Sheet,product label and Safety Data Sheet prior to product use. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life.User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE.SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT ORANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SALE OF SIKA PRODUCTS ARE SUBJECT SIKA'S TERMS AND CONDITIONS OF SALE AVAILABLE AT HTTP://USA.SIKA.COM/OR BY CALLING 201-933-8800. ■ Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center. ® Sika Corporation Sika Canada Inc. Sika Mexicans S.A.de C.V. esl 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera Phone:800-933-7452 Quebec H9R4A9 Corregidora,Queretaro RF SPONS RIe CAse ISO 9001, Fax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax:514-694-2792 Phone:52 442 2385800 Sika and SikaGrout are registered trademarks. Fax:52 442 2250537 Printed in Canada. Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 1. Identification Product name : SikaGrout®-328 Supplier : Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 USA www.sikausa.com Telephone : (201) 933-8800 Telefax : (201) 804-1076 E-mail address : ehs@sika-corp.com Emergency telephone : CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 Recommended use of the : For further information, refer to product data sheet. chemical and restrictions on use 2. Hazards identification GHS Classification Skin irritation, Category 2 H315: Causes skin irritation. Serious eye damage, Category 1 H318: Causes serious eye damage. Carcinogenicity, Category 1A (Inhalation) H350i: May cause cancer by inhalation. Specific target organ systemic toxicity- H335: May cause respiratory irritation. single exposure, Category 3, Respiratory system Specific target organ systemic toxicity- H372: Causes damage to organs through repeated exposure, Category 1, Lungs prolonged or repeated exposure. GHS label elements Hazard pictograms • Signal Word : Danger Hazard Statements : H315 Causes skin irritation. H318 Causes serious eye damage. H335 May cause respiratory irritation. H350i May cause cancer by inhalation. H372 Causes damage to organs (Lungs)through prolonged or repeated exposure. Precautionary Statements : Prevention: 1 / 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 P201 Obtain special instructions before use. P202 Do not handle until all safety precautions have been read and understood. P260 Do not breathe dust/fume/gas/mist/vapors/spray. P264 Wash skin thoroughly after handling. P270 Do not eat, drink or smoke when using this product. P271 Use only outdoors or in a well-ventilated area. P280 Wear protective gloves/eye protection/face protection. P281 Use personal protective equipment as required. Response: P302 + P352 IF ON SKIN: Wash with plenty of soap and water. P304 + P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P308 + P313 IF exposed or concerned: Get medical advice/ attention. P310 Immediately call a POISON CENTER/doctor. P332 + P313 If skin irritation occurs: Get medical advice/ attention. P362 Take off contaminated clothing and wash before reuse. Storage: P403 + P233 Store in a well-ventilated place. Keep container tightly closed. P405 Store locked up. Disposal: P501 Dispose of contents/container to an approved waste disposal plant. See Section 11 for more detailed information on health effects and symptoms. There are no hazards not otherwise classified that have been identified during the classification process. There are no ingredients with unknown acute toxicity used in a mixture at a concentration >= 1%. 3. Composition/information on ingredients Hazardous ingredients Chemical name CAS-No. Concentration (%) Quartz (SiO2) <5pm 14808-60-7 >= 50 - <= 100 % Portland cement 65997-15-1 >= 25 - < 50 % Quartz (SiO2) 14808-60-7 >= 2 - < 5 % There are no additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health or the environment and hence require reporting in this section. 4. First aid measures If inhaled : Move to fresh air. Consult a physician after significant exposure. 2/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 In case of skin contact : Take off contaminated clothing and shoes immediately. Wash off with soap and plenty of water. If symptoms persist, call a physician. In case of eye contact : Small amounts splashed into eyes can cause irreversible tissue damage and blindness. In the case of contact with eyes, rinse immediately with plenty of water and seek medical advice. Continue rinsing eyes during transport to hospital. Remove contact lenses. Keep eye wide open while rinsing. If swallowed : Clean mouth with water and drink afterwards plenty of water. Do not induce vomiting without medical advice. Do not give milk or alcoholic beverages. Never give anything by mouth to an unconscious person. Obtain medical attention. Most important symptoms : irritant effects and effects, both acute and carcinogenic effects delayed Cough Respiratory disorder Excessive lachrymation Erythema Dermatitis See Section 11 for more detailed information on health effects and symptoms. Causes skin irritation. Causes serious eye damage. May cause respiratory irritation. May cause cancer by inhalation. Causes damage to organs through prolonged or repeated exposure. Protection of first-aiders : Move out of dangerous area. Consult a physician. Show this material safety data sheet to the doctor in attendance. Notes to physician : Treat symptomatically. 5. Fire-fighting measures Suitable extinguishing media : Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Specific extinguishing : Collect contaminated fire extinguishing water separately. This methods must not be discharged into drains. Fire residues and contaminated fire extinguishing water must be disposed of in accordance with local regulations. Special protective equipment : In the event of fire, wear self-contained breathing apparatus. 3/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 for fire-fighters 6. Accidental release measures Personal precautions, : Use personal protective equipment. protective equipment and Avoid breathing dust. emergency procedures Deny access to unprotected persons. Environmental precautions : Do not flush into surface water or sanitary sewer system. If the product contaminates rivers and lakes or drains inform respective authorities. Local authorities should be advised if significant spillages cannot be contained. Methods and materials for : Pick up and arrange disposal without creating dust. containment and cleaning up Keep in suitable, closed containers for disposal. 7. Handling and storage Advice on safe handling : Avoid formation of respirable particles. Avoid exceeding the given occupational exposure limits (see section 8). Do not get in eyes, on skin, or on clothing. For personal protection see section 8. Smoking, eating and drinking should be prohibited in the application area. Follow standard hygiene measures when handling chemical products. Conditions for safe storage : Prevent unauthorized access. Store in original container. Keep in a well-ventilated place. Observe label precautions. Store in accordance with local regulations. Materials to avoid : No data available 8. Exposure controls/personal protection Component CAS-No. Basis ** Value Exposure limit(s)*/ Form of exposure Quartz (SiO2) <5pm 14808-60-7 OSHA Z-3 TWA 30 mg/m3/ %SiO2+2 total dust OSHA Z-3 TWA 10 mg/m3/ %SiO2+2 respirable OSHA Z-3 TWA 250 mppcf/ 4/ 11 Safety Data Sheet SikaGrout®-328 Ikea e Revision Date 02/01/2017 Print Date 02/01/2017 %SiO2+5 respirable OSHA PO TWA 0.1 mg/m3 Respirable fraction ACGIH TWA 0.025 mg/m3 Respirable fraction CAL PEL PEL 0.3 mg/m3 Total dust CAL PEL PEL 0.1 mg/m3 respirable dust fraction Portland cement 65997-15-1 ACGIH TWA 1 mg/m3 Respirable fraction OSHA Z-1 TWA 15 mg/m3 total dust OSHA Z-1 TWA 5 mg/m3 respirable fraction OSHA Z-3 TWA 50 Million particles per cubic foot Dust OSHA PO TWA 10 mg/m3 Total dust OSHA PO TWA 5 mg/m3 respirable dust fraction CAL PEL PEL 10 mg/m3 Total dust CAL PEL PEL 5 mg/m3 respirable dust fraction Quartz (SiO2) 14808-60-7 OSHA Z-3 TWA 30 mg/m3/ %SiO2+2 total dust OSHA Z-3 TWA 10 mg/m3/ %SiO2+2 respirable OSHA Z-3 TWA 250 mppcf/ %SiO2+5 5/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 respirable OSHA PO TWA 0.1 mg/m3 Respirable fraction ACGIH TWA 0.025 mg/m3 Respirable fraction CAL PEL PEL 0.3 mg/m3 Total dust CAL PEL PEL 0.1 mg/m3 respirable dust fraction *The above mentioned values are in accordance with the legislation in effect at the date of the release of this safety data sheet. **Basis ACGIH. Threshold Limit Values (TLV) OSHA PO. Table Z-1, Limit for Air Contaminat(1989 Vacated Values) OSHA P1. Permissible Exposure Limits (PEL), Table Z-1, Limit for Air Contaminant OSHA P2. Permissible Exposure Limits (PEL), Table Z-2 OSHA Z3. Table Z-3, Mineral Dust Engineering measures : Use of adequate ventilation should be sufficient to control worker exposure to airborne contaminants. If the use of this product generates dust, fumes, gas, vapor or mist, use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure below any recommended or statutory limits. Personal protective equipment Respiratory protection : Use a properly fitted NIOSH approved air-purifying or air-fed respirator complying with an approved standard if a risk assessment indicates this is necessary. The filter class for the respirator must be suitable for the maximum expected contaminant concentration (gas/vapor/aerosol/particulates)that may arise when handling the product. If this concentration is exceeded, self-contained breathing apparatus must be used. Hand protection Remarks : Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Eye protection : Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary. Skin and body protection : Choose body protection in relation to its type, to the 6/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 concentration and amount of dangerous substances, and to the specific work-place. Hygiene measures : Avoid contact with skin, eyes and clothing. Wash hands before breaks and immediately after handling the product. Remove contaminated clothing and protective equipment before entering eating areas. Wash thoroughly after handling. Avoid breathing dust. 9. Physical and chemical properties Appearance : powder Color : gray Odor : odorless Odor Threshold : No data available Flash point : Note: Not applicable Ignition temperature : No data available Decomposition temperature : No data available Lower explosion limit(Vol%) : No data available Upper explosion limit (Vol%) : No data available Flammability(solid, gas) : No data available Oxidizing properties : No data available pH : Note: Not applicable Melting point/range/ : No data available Freezing point Boiling point/boiling range : No data available Vapor pressure : No data available Density : ca.2.85 g/cm3 at 73 °F (23 °C) Water solubility : Note: insoluble Partition coefficient: n- : No data available octanol/water Viscosity, dynamic : No data available Viscosity, kinematic : Note: Not applicable Relative vapor density : No data available 7/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 Evaporation rate : No data available Burning rate : No data available Volatile organic compounds : 0 g/I (VOC) content 10. Stability and reactivity Reactivity : No dangerous reaction known under conditions of normal use. Chemical stability : The product is chemically stable. Possibility of hazardous : Stable under recommended storage conditions. reactions Conditions to avoid : No data available Incompatible materials : No data available 11. Toxicological information Not classified based on available information. Skin corrosion/irritation Causes skin irritation. Serious eye damage/eye irritation Causes serious eye damage. Respiratory or skin sensitization Skin sensitization: Not classified based on available information. Respiratory sensitization: Not classified based on available information. Germ cell mutagenicity Not classified based on available information. Reproductive toxicity Not classified based on available information. STOT-single exposure May cause respiratory irritation. STOT-repeated exposure Causes damage to organs (Lungs)through prolonged or repeated exposure. Prolonged exposure can cause silicosis. Aspiration toxicity Not classified based on available information. Carcinogenicity May cause cancer by inhalation. IARC Group 1: Carcinogenic to humans Quartz (SiO2) <5pm 14808-60-7 8/ 11 Safety Data Sheet SikaGrout®-328 e Revision Date 02/01/2017 Print Date 02/01/2017 Quartz (SiO2) 14808-60-7 NTP Known to be human carcinogen Quartz (SiO2) <5pm 14808-60-7 Quartz (SiO2) 14808-60-7 12. Ecological information Other information Do not empty into drains; dispose of this material and its container in a safe way. 13. Disposal considerations Disposal methods Waste from residues : Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Contaminated packaging : Empty containers should be taken to an approved waste handling site for recycling or disposal. 14. Transport information DOT Not dangerous goods IATA Not dangerous goods IMDG Not dangerous goods Special precautions for user No data available Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code Not applicable 15. Regulatory information TSCA list : All chemical substances in this product are either listed on the TSCA Inventory or are in compliance with a TSCA Inventory exemption. EPCRA- Emergency Planning and Community Right-to-Know CERCLA Reportable Quantity 9/ 11 Safety Data Sheet SikaGrout®-328 ® Revision Date 02/01/2017 Print Date 02/01/2017 This material does not contain any components with a CERCLA RQ. SARA304 Reportable Quantity This material does not contain any components with a section 304 EHS RQ. SARA 311/312 Hazards : Acute Health Hazard Chronic Health Hazard SARA 302 : No chemicals in this material are subject to the reporting requirements of SARA Title III, Section 302. SARA 313 : This material does not contain any chemical components with known CAS numbers that exceed the threshold (De Minimis) reporting levels established by SARA Title III, Section 313. Clean Air Act Ozone-Depletion This product neither contains, nor was manufactured with a Potential Class I or Class II ODS as defined by the U.S. Clean Air Act Section 602 (40 CFR 82, Subpt. A, App.A+ B). This product does not contain any hazardous air pollutants (HAP), as defined by the U.S. Clean Air Act Section 112 (40 CFR 61). This product does not contain any chemicals listed under the U.S. Clean Air Act Section 112(r)for Accidental Release Prevention (40 CFR 68.130, Subpart F). California Prop 65 WARNING! This product contains a chemical known in the State of California to cause cancer. WARNING: This product contains a chemical known in the State of California to cause birth defects or other reproductive harm. 16. Other information HMIS Classification 0 Physical Hazard 0 Personal Protection x Caution: HMIS® rating is based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks. Although HMIS® rating is not required on SDSs under 29 CFR 1910.1200, the preparer may choose to provide them. HMIS® rating is to be used with a fully implemented HMIS® program. HMIS® is a registered mark of the National Paint & Coatings Association (NPCA). Please note HMIS® attempts to convey full health warning information to all employees. Notes to Reader 10/ 11 Safety Data Sheet SikaGrout®-328 ® Revision Date 02/01/2017 Print Date 02/01/2017 The information contained in this Safety Data Sheet applies only to the actual Sika Corporation ("Sika") product identified and described herein. This information is not intended to address, nor does it address the use or application of the identified Sika product in combination with any other material, product or process. All of the information set forth herein is based on technical data regarding the identified product that Sika believes to be reliable as of the date hereof. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's current Product Data Sheet, product label and Safety Data Sheet for each Sika product, which are available at web site and/or telephone number listed in Section 1 of this SDS. SIKA MAKES NO WARRANTIES EXPRESS OR IMPLIED AND ASSUMES NO LIABILITY ARISING FROM THIS INFORMATION OR ITS USE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. All sales of Sika products are subject to its current terms and conditions of sale available at www.sikausa.com or 201-933-8800. Revision Date 02/01/2017 Material number: 107608 11 / 11 Docu�i , - SECURED Certificate Of Completion Envelope Id:5A17900938E544C8AF2ACDC887D8EDA3 Status:Completed Subject: Pitkin County Contract 234.2017 for Review and Signature Source Envelope: Document Pages: 105 Signatures:3 Envelope Originator: Supplemental Document Pages:0 Initials:0 Ben Ferrara Certificate Pages:5 AutoNav: Enabled Payments:0 ben.ferrara@pitkincounty.com Envelopeld Stamping: Disabled IP Address: 10.103.101.11 Time Zone: (UTC-07:00)Mountain Time(US& Canada) Record Tracking Status:Original Holder:Ben Ferrara Location: DocuSign Aug-21-2017 ben.ferrara@pitkincounty.com Signer Events Signature Timestamp Rich Englehart ,'.'I I"" Sent:Aug-21-2017 Rich.Englehart@PitkinCounty.com finiYa Viewed:Aug-22-2017 COO Signed:Aug-22-2017 Pitkin County Security Level: Email,Account Authentication Using IP Address: 198.233.197.98 (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Tim Gumina Sent:Aug-21-2017 bruce@restruction.com Viewed:Aug-22-2017 President Signed:Aug-22-2017 Security Level: Email,Account Authentication (None) Using IP Address:50.246.194.29 Electronic Record and Signature Disclosure: Accepted:Aug-22-2017 ID:b96b4080-713e-4c6f-a793-43c3ec5ad2c6 Company Name:Pitkin County,Colorado Jon Peacock Sent:Aug-22-2017 Jon.Peacock@PitkinCounty.com ^ Pt.ablt Viewed:Aug-22-2017 County Manager Signed:Aug-24-2017 Security Level: Email,Account Authentication (None) Using IP Address: 198.233.197.98 Electronic Record and Signature Disclosure: Accepted:Aug-24-2017 ID: 1cbccc3f-8f67-4304-8042-2622ca093537 Company Name:Pitkin County,Colorado In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Jeanette Jones COPIED Sent:Aug-24-2017 Jeanette.jones@pitkincounty.com Viewed:Aug-29-2017 BOCC Clerk Pitkin County Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Ben Ferrara COPIED Sent:Aug-24-2017 ben.ferrara@pitkincounty.com Resent:Aug-24-2017 Procurement Specialist Viewed:Aug-24-2017 Pitkin County Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Accounts Payable COPIED Sent:Aug-24-2017 ap@pitkincounty.com Viewed:Aug-24-2017 Accounts Payable Pitkin County Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted Aug-24-2017 Certified Delivered Security Checked Aug-24-2017 Signing Complete Security Checked Aug-24-2017 Completed Security Checked Aug-24-2017 Payment Events Status Timestamps Electronic Record and Signature Disclosure Electronic Record and Signature Disclosure created on: Mar-17-2017 Parties agreed to:Tim Gumina,Jon Peacock ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Pitkin County(we, us or Pitkin County) may be required by law to provide to you certain written notices or disclosures. 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Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. To indicate to us that you are changing your mind, you must withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your DocuSign account. This will indicate to us that you have withdrawn your consent to receive required notices and disclosures electronically from us and you will no longer be able to use your DocuSign user account to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through your DocuSign user account all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. How to contact Pitkin County: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: susan.sullivan@pitkincounty.com To advise Pitkin County of your new e-mail address To let us know of a change in your e-mail address where we should send notices and disclosures electronically to you, you must send an email message to us at susan.sullivan@pitkincounty.com and in the body of such request you must state: your previous e-mail address, your new e-mail address . In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected in your DocuSign account by following the process for changing e-mail in DocuSign. To request paper or electronic copies from Pitkin County To request delivery from us of paper or electronic copies of the notices and disclosures previously provided by us to you electronically, you should request those documents from Pitkin County under the Colorado Open Records Act by contacting the Pitkin County custodian who sent you the document for signature. . To withdraw your consent with Pitkin County To inform us that you no longer want to receive future notices and disclosures in electronic format you may: i. decline to sign a document from within your DocuSign account, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an e-mail to susan.sullivan@pitkincounty.com and in the body of such request you must state your e-mail, full name, Postal Address, telephone number, and account number. Required hardware and software Operating Systems: Windows2000 or WindowsXP Browsers (for SENDERS): Internet Explorer 6.0 or above Browsers (for SIGNERS): Internet Explorer 6.0, Mozilla FireFox 1.0, NetScape 7.2 (or above) Email: Access to a valid email account Screen Resolution: 800 x 600 minimum Enabled Security Settings: •Allow per session cookies 'Users accessing the internet behind a Proxy Server must enable HTTP 1.1 settings via proxy connection ** These minimum requirements are subject to change. If these requirements change, we will provide you with an email message at the email address we have on file for you at that time providing you with the revised hardware and software requirements, at which time you will have the right to withdraw your consent.