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2018-30627 Resolution RESOLUTION NO. 2018-30627 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE WRITTEN RECOMMENDATION OF THE CITY MANAGER (AS SET FORTH IN THE CITY COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION) AND WAIVING, BY A 5/7THS VOTE, THE FORMAL COMPETITIVE BIDDING REQUIREMENT, FINDING SUCH WAIVER TO BE IN THE CITY'S BEST INTEREST, AND APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A WORK ORDER WITH HARBOUR CONSTRUCTION, INC., IN THE NOT TO EXCEED AMOUNT OF $394,428.71, FOR THE PURPOSE OF COMPLETING THE EXTERIOR AND INTERIOR SPALLING REPAIR, SEAL, AND PAINT OF 42ND STREET GARAGE PROJECT, WHICH INCLUDES NON-PRE-PRICED ITEMS IN THE AMOUNT OF $252,527.59, PURSUANT TO THE COMPETITIVELY BID SOURCEWELL COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES (FORMERLY KNOWN AS NATIONAL JOINT POWERS ALLIANCE (NJPA)), WITH PREVIOUSLY APPROPRIATED FUNDING. WHEREAS, the City needs to repair, and seal the interior and exterior of the 42"d Street Parking Garage (the Project); and WHEREAS the project consists of repairing, and concrete sealing services competitively procured via.the National Joint Powers Alliance (NJPA) 071415-GGI awarded to Harbour Construction, Inc., the local dealer for construction services, as well as a number of ancillary items (e.g., waterproofing and spalling repairs); and WHEREAS, to expedite the project, which is necessary to preserve the structural integrity of 42"d Street Garage and stop any additional damage caused by concrete spalling; and WHEREAS, the Administration is requesting to issue a work order to Harbour Construction, Inc., under the NJPA contract, for the services of interior and exterior concrete sealing, and spalling repairs, which is not available under the NJPA contract, but required to stop the deterioration of the structure; and WHEREAS, Job Order Contracting (JOC) is a contracting methodology that enables facility owners to expedite and accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract with pre-established pricing for most construction activities; and WHEREAS, prior to October 2012, the City acquired construction services for most small or emergency construction projects through a Job Order Contracting process; however, since the Fall of 2012, the City had not utilized the JOC methodology and had no similar system in place for expediting construction and maintenance projects, which significantly impacts the City's ability to complete work in a timely manner; and WHEREAS, the Finance and Citywide Projects Committee (the Committee), on February 21, 2014, endorsed a recommendation by the Administration, as a pilot to reintroduce this efficient process of project delivery to the City, to begin utilizing the Gordian Group's indefinite quantity contract (IQC), alternatively known as JOC, for construction services to expedite the delivery of construction or maintenance projects under$250,000, or for emergency projects, as approved by the City Manager; and WHEREAS, the National Joint Powers Alliance (NJPA), now known as Sourcewell, a national cooperative that bids contracts aggregating the spend volume of agencies across the country, awarded Contract No. 071415-GGI for IQC construction services, and said contract includes an award to Harbour Construction, Inc., through the Gordian Group's IQC process, to provide services to the City pursuant to the contract; and WHEREAS, on January 15, 2014, via Resolution No 2014-28462, the City Commission authorized the Administration to utilize cooperative awards by Sourcewell, pursuant to Section 2- 369 of the Miami Beach City Code; and WHEREAS, on April 23, 2015, the City Commission authorized the Administration, for projects up to $250,000, or emergency awards exceeding $250,000, to be acquired through the Gordian Indefinite Quantity Contract(IQC) process as a means of expediting small or emergency projects with the approval of the City Manager; and WHEREAS, the IQC process, which is used extensively by local, state and federal governmental agencies throughout the United States, expedites the delivery of construction projects and the City, as a governmental agency, is authorized to utilize the IQC process for construction services competitively awarded by the National Joint Powers Alliance (NJPA) to the Gordian Group, the Managers of IQC; and WHEREAS,the Gordian Group, in the IQC process, established a fixed price Construction Task Catalog (Catalog)for a wide range of construction activities; and WHEREAS, in the interest of time, the City has chosen to expedite this project and utilize the Indefinite Quantity Contract (IQC) process; and WHEREAS, through the NJPA process Harbour Construction, Inc., was identified as the contractor that has the qualifications and experience in performing the identified scope; and WHEREAS, on November 30, 2018, after negotiations, the Contractor submitted a bid proposal in the amount of$394,428.71, for the Project including a project contingency; and WHEREAS, the original scope of work to be performed by the Contractor is exterior and interior spalling repair, seal, and paint of the entire building, including traffic coating on east side of parking garage roof top deck and the purchase of concrete sealing and spalling repair, which are Non-Pre-Priced (NPP) items in the Catalog, in the amount of$252,527.59; and WHEREAS, in such cases involving Non Pre-Priced items, the NJPA contract requires that the Contractor seeks a minimum of three (3) quotes for the NPP; and WHEREAS, Harbour Construction, Inc., received three quotes, the lowest one in the amount of $252,527.59. for the services of interior and exterior concrete sealing, and spalling repairs, which is not available under the NJPA contract; and WHEREAS, the IQC proposal received is over the $250,000 threshold limit approved by the City Commission for projects through the NJPA IQC process, and, since the value of the non- pre-priced items exceeds the $50,000 authority of the City Manager, the approval of the City Commission is required to award the Project through the IQC process; and WHEREAS, accordingly, the City Manager recommends waiving, by a 5/7ths vote, the formal competitive bidding requirement, finding such waiver to be in the City's best interest, and authorizing the purchase of concrete sealing and spalling repair services from Harbour Construction, Inc., in an amount not to exceed $252,527.59; and WHEREAS, the cost proposal was reviewed and analyzed by the City's Property Management and the Gordian Group and was found to be fair and reasonable; and WHEREAS, the Administration recommends, as being in the City's best interest, to award the Project to Harbour Construction, Inc., through the IQC process, in the not to exceed amount of$394,428.71, including the Non-Pre-Priced items in the amount of$252,527.59, NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA the Mayor and City Commission of the City of Miami Beach, Florida, hereby accept the written recommendation of the City Manager and waive, by a 5/7ths vote, the competitive bidding requirement, finding such waiver to be in the City's best interest, and approve and authorize the City Manager to execute a Work Order with Harbour Construction, Inc., in the not to exceed amount of $394,428.71, for the purpose of completing the exterior and interior spalling repair, seal, and paint of the 42nd Street Garage Project, which includes non-pre-priced items in the amount of $252,527.59, pursuant to the competitively bid Sourcewell cooperative contract for construction services , formerly known as National Joint Powers Alliance (NJPA)), with previously appropriated funding. PASSED and ADOPTED this ' 1 day of DeCi' Ger , 2018. DAN GE ER, MAYOR ATTEST: t tif I� 2.4 tr \`,l\LIZ RA AEL E. GRANAD , CI CLE Y I 3 k:LQ , FORM &LANGUAGEAPPROVED AS O c \A>-',. . ' . \%i, &FOR EXECUTION is --- n h,, �,,,1� (Li 4(18 IPdCDRp ORATED= °� City Attorney Kn-o Date 11111j1�\26� '�, Resolutions- C7 J MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: December 12, 2018 SUBJECT A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE WRITTEN RECOMMENDATION OF THE CITY MANAGER (AS SET FORTH IN THE CITY COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION) AND WAIVING, BY A 5/7TH VOTE, THE FORMAL COMPETITIVE BIDDING REQUIREMENT, FINDING SUCH WAIVER TO BE IN THE CITY'S BEST INTEREST, AND APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A WORK ORDER WITH HARBOUR CONSTRUCTION, INC., IN THE NOT TO EXCEED AMOUNT OF $394,428.71, FOR THE PURPOSE OF COMPLETING THE EXTERIOR AND INTERIOR SPALLING REPAIR, SEAL, AND PAINT OF 42ND STREET GARAGE PROJECT, WHICH INCLUDES NON-PRE-PRICED ITEMS IN THE AMOUNT OF $252,527.59, PURSUANT TO THE COMPETITIVELY BID SOURCEWELL COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES (FORMERLY KNOWN AS NATIONAL JOINT POWERS ALLIANCE (NJPA)), WITH PREVIOUSLY APPROPRIATED FUNDING. RECOMMENDATION The Administration recommends adopting the Resolution. ANALYSIS The City needs to repair concrete spalling, and seal the interior and exterior of the 42nd Street Parking Garage. The Capital Renewal and Replacement project consists of repairing, and sealing concrete services competitively procured via the Gordian Indefinite Quantity Contract (IQC) awarded to Harbour Construction, Inc., the local dealer for construction services, as well as a number of ancillary items including waterproofing and spalling repairs. On April 23, 2015, the City Commission authorized the Administration, for projects up to $250,000, or emergency awards exceeding $250,000, to be acquired through the Gordian Indefinite Quantity Contract (IQC) process as a means of expediting small or emergency projects with the approval of the City Manager. The IQC process, which is used extensively by local, state and federal governmental agencies throughout the United States, expedites the delivery of construction projects. The City, as a governmental agency, is authorized to utilize the IQC process for construction services competitively awarded by Sourcewell, formerly known as the National Joint Powers Alliance (NJPA) to the Gordian Group, the Managers of IQC. The Gordian Group, in the IQC process, established a fixed price Construction Task Catalog (Catalog) for a wide range of construction activities. When a construction project is identified, the Gordian Group, City staff and the contractor negotiate a proposal by selecting from the Catalog any activities and quantities applicable to the project. Page 449 of 1751 In the interest of time, the City has chosen to expedite the concrete repair and sealing of the interior and exterior of the 42nd Street Parking Garage (the Project") and utilize the IQC process. Through the IQC process, Harbour Construction, Inc., ("Contractor") was identified as the most qualified and experienced contractor to complete the identified scope. On May 22, 2018, the City and the Gordian Group met with the Contractor to review the scope for the Project. On November 30, 2018, after negotiations, the Contractor submitted a bid proposal, utilizing the Catalog in the amount of $394,428.71 for the Project including a project contingency. However, the original scope of work to be performed by the Contractor included exterior and interior spalling repair, seal, and paint of entire building, and traffic coating on east side of parking garage roof top deck. The purchase of concrete sealing and spalling repair, are a Non-Pre-Priced (NPP) item in the Catalog. In such cases, the IQC contract requires that the Contractor seeks a minimum of three (3) quotes from independent subcontractors for the NPP. Subsequently, the Contractor received three quotes, the lowest one being in the amount of $252,527.59. The Administration is requesting the acceptance by the Mayor and City Commission of the written recommendation of the City Manager and waiving, by a 5/7ths vote, the formal competitive bidding requirement, finding such waiver to be in the City's best interest. The IQC proposal received does exceed the $250,000 threshold limit approved by the City Commission for projects through the NJPA IQC contract award and the value of the NPP items exceeds the $50,000 authority of the City Manager, the approval of the City Commission is required to award the Project through the IQC process. The cost proposal was reviewed and analyzed by, Property Management and the Gordian Group' and was found to be fair and reasonable. Therefore, the Administration believes that it is in the City's best interest to award the Project to Harbour Construction, Inc., through the IQC process, in the not to exceed amount of $394,428.71, for the purpose of completing the exterior and interior spalling repair, seal, and paint of 42nd Street Garage Project, which includes Non-Pre-Priced items in the amount of$252,527.59 with previously appropriated funds. CONCLUSION The Administration recommends adopting the Resolution. Legislative Tracking Property Management ATTACHMENTS: Description o 42nd Street Parking Garage_Resolution ❑ HARBOUR CONSTRUCTION_IQC WOP Page 450 of 1751 RESOLUTION NO. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A WORK ORDER WITH HARBOUR CONSTRUCTION, INC., IN THE NOT TO EXCEED AMOUNT OF $394,428.71, FOR THE PURPOSE OF COMPLETING THE EXTERIOR AND INTERIOR SPALLING REPAIR, SEAL, AND PAINT OF 42ND STREET GARAGE PROJECT, WHICH INCLUDES NON-PRE-PRICED ITEMS IN THE AMOUNT OF $252,527.59, PURSUANT TO THE COMPETITIVELY BID SOURCEWELL, FORMERLY KNOWN AS NATIONAL JOINT POWERS ALLIANCE (NJPA), COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES WITH PREVIOUSLY APPROPRIATED FUNDING. WHEREAS, the City needs to repair, and seal the interior and exterior of the 42"d Street Parking Garage (the Project); and WHEREAS the project consists of repairing, and concrete sealing services competitively procured via the National Joint Powers Alliance (NJPA) 071415-GGI awarded to Harbour Construction, Inc., the local dealer for construction services, as well as a number of ancillary items (e.g., waterproofing and spalling repairs); and WHEREAS, to expedite the project, which is necessary to preserve the structural integrity of 42nd Street Garage and stop any additional damage caused by concrete spalling; and WHEREAS, the Administration is requesting to issue a work order to Harbour Construction, Inc., under the NJPA contract, for the services of interior and exterior concrete sealing, and spalling repairs, which is not available under the NJPA contract, but required to stop the deterioration of the structure; and WHEREAS, Job Order Contracting (JOC) is a contracting methodology that enables facility owners to expedite and accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract with pre-established pricing for most construction activities; and WHEREAS, prior to October 2012, the City acquired construction services for most small or emergency construction projects through a Job Order Contracting process; however, since the Fall of 2012, the City had not utilized the JOC methodology and had no similar system in place for expediting construction and maintenance projects, which significantly impacts the City's ability to complete work in a timely manner; and WHEREAS, the Finance and Citywide Projects Committee (the Committee), on February 21, 2014,. endorsed a recommendation by the Administration, as a pilot to reintroduce this efficient process of project delivery to the City, to begin utilizing the Gordian Group's indefinite quantity contract (IQC), alternatively known as JOC, for construction services to expedite the delivery of construction or maintenance projects under$250,000, or for emergency projects, as approved by the City Manager; and WHEREAS, the National Joint Powers Alliance (NJPA), now known as Sourcewell, a national cooperative that bids contracts aggregating the spend volume of agencies across the country, awarded Contract No. 071415-GGI for IQC construction services, and said contract includes an award to Harbour Construction, Inc., through the Gordian Group's IQC process, to provide services to the City pursuant to the contract; and Page 451 of 1751 WHEREAS, on January 15, 2014, via Resolution No 2014-28462, the City Commission authorized the Administration to utilize cooperative awards by Sourcewell, pursuant to Section 2-369 of the Miami Beach City Code; and. WHEREAS, on April 23, 2015, the City Commission authorized the Administration, for projects up to $250,000, or emergency awards exceeding $250,000, to be acquired through the Gordian Indefinite Quantity Contract (IQC) process as a means of expediting small or emergency projects with the approval of the City Manager; and WHEREAS, the IQC process, which is used extensively by local, state and federal governmental agencies throughout the United States, expedites the delivery of construction projects and the City, as a governmental agency, is authorized to utilize the IQC process for construction services competitively awarded by the National Joint Powers Alliance (NJPA) to the Gordian Group, the Managers of IQC; and WHEREAS, the Gordian Group, in the IQC process, established a fixed price Construction Task Catalog (Catalog)for a wide range of construction activities; and WHEREAS, in the interest of time, the City has chosen to expedite this project and utilize the Indefinite Quantity Contract (IQC) process; and WHEREAS, through the NJPA process Harbour Construction, Inc., was identified as the contractor that has the qualifications and experience in performing the identified scope; and WHEREAS, on November 30, 2018, after negotiations, the Contractor submitted a bid proposal in the amount of$394,428.71, for the Project including a project contingency; and WHEREAS, the original scope of work to be performed by the Contractor is exterior and interior spalling repair, seal, and paint of entire building, traffic coating on east side of parking garage roof top deck the purchase of concrete sealing and spalling repair, which are a Non-Pre- Priced (NPP) item in the Catalog in the amount of$252,527.59; and WHEREAS, in such cases, the NJPA contract requires that the Contractor seeks a minimum of three (3)quotes for the NPP; and WHEREAS, Harbour Construction, Inc., received three quotes, the lowest one in the amount of $252,527.59. for the services of interior and exterior concrete sealing, and spalling repairs, which is not available under the NJPA contract, but required to stop the deterioration of the structure;.and WHEREAS, the IQC proposal received is over the $250,000 threshold limit approved by the City Commission for projects through the NJPA IQC process, and, since the value of the non-pre-priced items exceeds the $50,000 authority of the City Manager, the approval of the City Commission is required to award the Project through the IQC process; and WHEREAS, the cost proposal was reviewed and analyzed by the City's Property Management and the Gordian Group and was found to be fair and reasonable; and WHEREAS, the Administration recommends, as being in the City's best interest, to award the Project to Harbour Construction, Inc., through the IQC process, in the not to exceed amount of$394,428.71, including the Non-Pre-Priced items in the amount of$252,527.59, Page 452 of 1751 NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA the Mayor and City Commission of the City of Miami Beach, Florida, approving and authorizing the City Manager to execute a work order with Harbour Construction, Inc., in the not to exceed amount of $394,428.71, for the purpose of completing the exterior and interior spalling repair, seal, and paint of 42nd Street Garage Project, which includes non-pre-priced items in the amount of $252,527.59, pursuant to the competitively bid Sourcewell, formerly known as National Joint Powers Alliance (NJPA), cooperative contract for construction services with previously appropriated funding. PASSED and ADOPTED this day of , 2018. DAN GELBER, MAYOR ATTEST: RAFAEL E. GRANADO, CITY CLERK Page 453 of 1751 siQc7.1 Work Order Signature Document THE GORDIAN GROUP NJPA EZIQC Contract No.: FLO4GC2-051716-HBC X New Work Order Modify an Existing Work Order Work Order Number.: 056035.00 Work Order Date: 11/30/2018 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Owner Name: City of Miami Beach Contractor Name: Harbour Construction. Inc. Contact: Ramon Duarte Contact: Guy Lesseur Phone: 786-367-1102 Phone: 305.603.9944 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of NJPA EZIQC Contract No FLO4GC2-051716-HBC. Brief Work Order Description: Exterior and Interior spalling repair,seal,and paint of entire building,Traffic coating on east side of parking garage roof top deck. Time of Performance Estimated Start Date: Estimated Completion Date: Liquidated Damages Will apply: I I Will not apply: Work Order Firm Fixed Price: $364,055.55 Owner Purchase Order Number: Approvals Owner Date Contractor Date Work Order Signature Document Page 1 of 1 11/30/2018 Page 454 of 1751 SI C Detailed Scope of Work THE GORDIAN GROUP To: Guy Lesseur From: Ramon Duarte Harbour Construction. Inc. City of Miami Beach 7340 SW 48th Street Suite 102 1700 Convention Center Drive Miami, FL 33155 Miami Beach, FL 33139 305.603.9944 786-367-1102 Date Printed: November 30,2018 Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Brief Scope: Exterior and Interior spalling repair,seal,and paint of entire building,Traffic coating on east side of parking garage roof top deck. nPreliminary n Revised n Final The following items detail the scope of work as discussed at the site.All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Job:42nd St Parking Garage—East Section Street:42nd City/State/Zip:Miami Beach, FL 33139 SPECIFICATION Installation(labor, materials&equipment)of a New Garland Waterproofing System(or approved equal)over East Section of Parking Deck(Top Floor)on 42nd St Parking Garage with deck area of approximately 22,000SF,as follows:JOB START a. Prior to starting of work owner shall receive a certificate of insurance from contractor. b. Prior to starting of work, an inspection of the existing roof structure(s)shall be made to record any pre-existing damage.c.All property and landscaping shall be protected to help reduce damage,which may be caused, by the roof replacement operations.d.A pre-construction conference shall be held with the Owner's representative to coordinate this project.e.Owner shall provide access to all sides of the structure(s)for staging, storage and access of trucks,cranes,dumpsters and materials throughout the course of the project.SPECIFICATION Durawalk Vehicular Traffic Coating System: (or approved equal) 1. Remove existing coatings,dirt and debris to a workable surface by grinding or sandblasting;surface must be approved by City representative prior to coating.2. Power wash deck clean.3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.4. Caulk all cracks per joint sealant specification utilizing Garland Tuff Stuff White(or approved equal).Crack/Joints that are 1"wide or more to be treated as concrete repair 5. Install Primer/Sealer at 0.5 gal/sq.over entire deck and flashings.6. Install Durawalk Vehicular System Base Coat as per specifications at 1.5 gal./sq.lnstall Durawalk Vehicular Wear Coat at 1.5 gal/sq.Aggregate will be broadcasted into coating at 8-10Ibs/square. Once allowed to dry broom away excess aggregate.7. Install Durawalk Grey Top Coat.At 1 gal/sq.8. Run flashings up on the wall 3"high only. Install per Base and Top Coat specifications.9.Stripe new parking lot lanes and spaces with thermal resistance paint(white or yellow). Durawalk Pedestrian(Sidewalks)Traffic Coating System: 1. Remove existing coatings, dirt and debris to a workable surface.2. Power wash deck clean.3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2"deep maximum).4.Caulk all horizontal surface joints and cracks per joint sealant specification utilizing Garland Tuff Stuff White. Cracks/Joints that are 1"wide or more to be treated as concrete repair.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2"deep maximum).5. Install Primer/Sealer at 0.5 gal./sq. over entire area.6. Install Durawalk Vehicular System Base Coat(or approved equal)at 1.5 gal/sq with aggregate broadcasted into coating at 8-10 lbs/sq.Broom excess.7. Install Durawalk Grey Top Coat at 1 gal/sq.(or approved equal)8. Run flashing up on the wall 3" high only. Install per Base and Top Coat specifications.9. Perimeter curbs will be treated similar to scope of work above, flashing up curb 3"high only. Install per Base and Top Coat specifications. PLEASE NOTE THIS SCOPE IS ALSO INCLUDING TO PROVIDE TURN KEY PROJECT Warranty,delivery and disposal fees are included in the contract cost. Subject to the terms and conditions of JOC Contract FLO4GC2-051716-HBC. Scope of Work Page 1 of 2 11/30/2018 Page 455 of 1751 Detailed Scope of Work Continues.. Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Contractor Date Owner Date Scope of Work Page 2 of 2 11/30/2018 Page 456 of 1751 Contractor's Price Proposal - Summary Date: November 30,2018 Re: IQC Master Contract#: FLO4GC2-051716-HBC Work Order#: 056035.00 Owner PO#: Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Contractor: Harbour Construction.Inc. Proposal Value: $364,055.55 Concrete Maintenance $176,596.20 East Staircase $2,135.34 Exterior Painting $86,175.02 General Conditions $4,206.75 Maintenance $46,251.30 Spall Repair $12,000.00 Striping $2,380.76 Structural Assessment $34,310.18 Proposal Total $364,055.55 Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: 62.75% Contractor's Price Proposal-Summary Page 1 of 1 11/30/2018 Page 457 of 1751 Contractor's Price Proposal - Detail Date: November 30,2018 Re: IQC Master Contract#: FLO4GC2-051716-HBC Work Order#: 056035.00 Owner PO#: Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Contractor: Harbour Construction.Inc. Proposal Value: $364,055.55 Sect. Item Mod. UOM Description Line Total Labor Equip. Material (Excludes) Concrete Maintenance 1 07 00 00 00 0001 • 400 W 42nd Street Concrete Maintenance-Parking Deck $176,596.20 Quantity Unit Price Factor Total • NPP Installation1.00 x 148,500.00 x 1.1892 = 176,596.20 Subtotal for Concrete Maintenance $176,596.20 East Staircase 2 03 35 43 00 0006 SF Mechanically Grind Concrete Floor With 200 Grit Resin Bonded Diamond $778.51 Wheels Quantity Unit Price Factor Total Installation1,920.00 x 0.35 x 1.1585 = 778.51 3 03 35 43 00 0006 0145 For>1,000 To 2,500,Add $934.21 Quantity Unit Price Factor Total Installation1,920.00 x 0.42 x 1.1585 = 934.21 4 09 91 43 00 0018 SF Up To 5,000 PSI Pressure Wash,Metal Surfaces,Surface Preparation $422.62 Quantity Unit Price Factor Total Installation1,920.00 x 0.19 x 1.1585 = 422.62 Subtotal for East Staircase $2,135.34 Exterior Painting 5 09 91 13 00 0006 SF Paint Exterior Brick Walls,1 Coat Filler,Brush/Roller Work $26,914.27 Quantity Unit Price Factor Total Installation70,400.00 x 0.33 x 1.1585 = 26,914.27 Primer 6 09 91 13 000006 0212 For>20,000,Deduct -$5,709.09 Quantity Unit Price Factor Total Installation -5,709.0970,400.00 x -0.07 x 1.1585 = 7 09 91 13 00 0018 SF Paint Exterior Concrete Walls,2 Coats Paint,Brush/Roller Work $48,935.04 Quantity Unit Price Factor Total Installation70,400.00 x 0.60 x 1.1585 — 48,935.04 8 09 91 13 00 0018 0212 For>20,000,Deduct -$9,787.01 Quantity Unit Price Factor Total Installation -9,787.0170,400.00 x -0.12 x 1.1585 = 9 09 91 13 00 0476 SF Paint Exterior Miscellaneous Metal Surfaces,1 Coat Alkyd Primer,Brush/Roller $3,545.01 Work Quantity Unit Price Factor Total Installation4,500.00 x 0.68 x 1.1585 = 3,545.01 10 09 91 13 00 0478 SF Paint Exterior Miscellaneous Metal Surfaces,2 Coats Alkyd Enamel, $6,568.70 Brush/Roller Work Quantity Unit Price Factor Total Installation4,500.00 x 1.26 x 1.1585 = 6,568.70 Contractor's Price Proposal-Detail Page 1 of 3 11/30/2018 Page 458 of 1751 Contractor's Price Proposal - Detail Continues.. Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Exterior Painting 11 09 91 43 00 0007 SF Up To 5,000 PSI Pressure Wash,Concrete And Masonry Surfaces,Surface $16,311.68 Preparation Quantity Unit Price Factor Total Installation70,400.00 x 0.20 x 1.1585 = 16,311.68 12 09 91 43 00 0007 0328 For>30,000,Deduct -$3,262.34 • Quantity Unit Price Factor Total Installation -3,262.3470,400.00 x -0.04 x 1.1585 = 13 09 91 43 00 0017 SF Hand Scraping And Sanding,Metal Surfaces,Surface Preparation $1,668.24 Quantity Unit Price Factor Total Installation4,500.00 x 0.32 x 1.1585 = 1,668.24 14 09 91 43 00 0018 SF Up To 5,000 PSI Pressure Wash,Metal Surfaces,Surface Preparation $990.52 Quantity Unit Price Factor Total Installation4,500.00 x 0.19 x 1.1585 = 990.52 Subtotal for Exterior Painting $86,175.02 General Conditions 15 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $1,737.75 costs. The base cost of the Reimbursable Fee is$1.00.Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees, list each one separately and add a comment in the"note"block to identify the Reimbursable Fee(e.g.sidewalk closure,road cut,various permits,extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation1,500.00 x 1.00 x 1.1585 = 1,737.75 Permit Fee Allowance 16 01 55 26 00 0027 MO 28"Cone With Reflective Collar $383.70 Quantity Unit Price Factor Total Installation80.00 x 4.14 x 1.1585 = 383.70 17 01 55 26 00 0116 EA Place And Remove>250 Cones By Hand From Roadside $2,085.30 Quantity Unit Price Factor Total Installation2,400.00 x 0.75 x 1.1585 2,085.30 Subtotal for General Conditions $4,206.75 Maintenance 18 07 00 00 00 0002400 W 42nd St Concrete Maintenance-East Staircase $15,412.03 : _ . _ _ _ Quantity Unit Price Factor Total NPP Installation 1.00 x 12,960.00 x 1.1892 15,412.03 19 09 91 43 00 0018 SF Up To 5,000 PSI Pressure Wash,Metal Surfaces,Surface Preparation $4,842.53 Quantity Unit Price Factor Total Installation22,000.00 x 0.19 x 1.1585 = 4,842.53 20 09 91 43 00 0018 0334 For>15,000 To 30,000,Deduct -$764.61 Quantity Unit Price Factor Total Installation -764.6122,000.00 x -0.03 x 1.1585 = 21 50 00 10 00 0166 SF Shotblast-Floor Prep $26,761.35 Quantity Unit Price Factor Total Installation22,000.00 x 1.05 x 1.1585 = 26,761.35 Contractor's Price Proposal-Detail Page 2 of 3 11/30/2018 Page 459 of 1751 Contractor's Price Proposal - Detail Continues.. Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Subtotal for Maintenance $46,251.30 Spall Repair 22 03 00 00 000E1E0 SpalI Repair(s) $12,000.00 Quantity Unit Price Factor Total NPP Installation200.00 x 60.00 x 1.0000 = 12,000.00 Allowance($60/Sq.Ft). Total Project allowance. Subtotal for Spall Repair $12,000.00 Striping 23 32 17 23 33 0004 LF Single 6"Wide Solid Line,Thermoplastic Reflective Pavement Striping $1,557.02 Quantity Unit Price Factor Total Installation1,120.00 x 1.20 x 1.1585 = 1,557.02 24 32 17 23 33 0004 0048 For Up To 1 Mile,Add $311.40 Quantity Unit Price Factor Total Installation1,120.00 x 0.24 x 1.1585 = 311.40 25 32 17 23 33 0021 EA Through Lane Arrow,Thermoplastic Reflective Pavement $512.34 MarkingApproximate overall dimensions:3-1/2'width x 10'height. Quantity Unit Price Factor Total Installation4.00 x 110.56 x 1.1585 = 512.34 Subtotal for Striping $2,380.76 Structural Assessment [ ________ 26 01 00 00 00 0000 Structural Engineering Sounding of Building for Structure Spall Assessment $24,438.06 Quantity Unit Price Factor Total NPP Installation1.00 X 20,550.00 x 1.1892 = 24,438.06 27 01 22 23 00 0011 DAY 80'Engine Powered,Telescoping Boom Manlift $9,373.04 Quantity Unit Price Factor Total Installation7 00 x 1,155.81 x 1.1585 = 9,373.04 28 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $499.08 Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders, loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers, bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts,telescoping and articulating boom manlifts with • >40'boom lengths,etc. Quantity Unit Price Factor Total Installation1.00 x 430.80 x 1.1585 = 499.08 Subtotal for Structural Assessment $34,310.18 Proposal Total $364,055.55 This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: 62.75% Contractor's Price Proposal-Detail Page 3 of 3 11/30/2018 Page 460 of 1751 sicic Subcontractor Listing THE GORDIAN GROUP Date: November 30,2018 Re: IQC Master Contract#: FLO4GC2-051716-HBC Work Order#: 056035.00 Owner PO#: Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Contractor: Harbour Construction.Inc. Proposal Value: $364,055.55 Name of Contractor Duties Amount No Subcontractors have been $0.00 0.00 selected for this Work Order Subcontractor Listing Page 1 of 1 11/30/2018 Page 461 of 1751 Job:42nd St Parking Garage—East Section Street: 42"d City/State/Zip: Miami Beach, FL 33139 SPECIFICATION Installation (labor, materials&equipment) of a New Garland Waterproofing System (or approved equal) over East Section of Parking Deck(Top Floor) on 42nd St Parking Garage with deck area of approximately 25,000SF, as follows: JOB START a. Prior to starting of work owner shall receive a certificate of insurance from contractor. b. Prior to starting of work, an inspection of the existing roof structure(s) shall be made to record any pre-existing damage. c. All property and landscaping shall be protected to help reduce damage, which may be caused, by the roof replacement operations. d. A pre-construction conference shall be held with the Owner's representative to coordinate this project. e. Owner shall provide access to all sides of the structure(s)for staging,storage and access of trucks, cranes, dumpsters and materials throughout the course of the project. SPECIFICATION Durawalk Vehicular Traffic Coating System:(or approved equal) 1. Remove existing coatings, dirt and debris to a workable surface by grinding or sandblasting; surface must be approved by City representative prior to coating. 2. Power wash deck clean. 3. Repair any concrete spalling areas to horizontal surfaces prior to coating application. 4. Caulk all cracks per joint sealant specification utilizing Garland Tuff Stuff White (or approved equal). Crack/Joints that are 1"wide or more to be treated as concrete repair 5. Install Primer/Sealer at 0.5 gal/sq. over entire deck and flashings. 6. Install Durawalk Vehicular System Base Coat as per specifications at 1.5 gal./sq.lnstall Durawalk Vehicular Wear Coat at 1.5 gal/sq.Aggregate will be broadcasted into coating at 8-10Ibs/square. Once allowed to dry broom away excess aggregate. 7. Install Durawalk Grey Top Coat.At 1 gal/sq. 8. Run flashings up on the wall 3" high only. Install per Base and Top Coat specifications. 9. Stripe new parking lot lanes and spaces with thermal resistance paint(white or yellow). Durawalk Pedestrian(Sidewalks)Traffic Coating System: 1. Remove existing coatings, dirt and debris to a workable surface. 2. Power wash deck clean. 3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2" deep maximum). 4. Caulk all horizontal surface joints and cracks per joint sealant specification utilizing Garland Tuff Stuff White. Cracks/Joints that are 1"wide or more to be treated as concrete repair. Any concrete repairs are to be charged at additional cost of$60.00 per SF (2" deep maximum). Page 462 of 1751 5. Install Primer/Sealer at 0.5 gal./sq. over entire area. 6. Install Durawalk Vehicular System Base Coat(or approved equal) at 1.5 gal/sq with aggregate broadcasted into coating at 8-10 lbs/sq. Broom excess. 7. Install Durawalk Grey Top Coat at 1 gal/sq. (or approved equal) 8. Run flashing up on the wall 3" high only. Install per Base and Top Coat specifications. 9. Perimeter curbs will be treated similar to scope of work above,flashing up curb 3" high only. Install per Base and Top Coat specifications. PLEASE NOTE THIS SCOPE IS ALSO INCLUDING TO PROVIDE TURN KEY PROJECT Warranty, delivery and disposal fees are included in the contract cost. Page 463 of 1751 • Spec Component: CONCRETE SC-054-03/10 RESTORATION Sikagard 62 J 1 SYSTEMS DIVISION 9-FINISHES Section 09900 Coatings Part 1 - General 1.01 Summary A. This specification describes the coating of substrates with a vapor-barrier,solvent-free,protective,dampproofing, waterproofing,moisture-insensitive,epoxy resin coating. 1.02 Quality Assurance A. Manufacturing qualifications:The manufacturer of the specified product shall be ISO 9001 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis. B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have received product training by a manufacturer's representative. C. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations of local,state and federal authorities having jurisdiction.Consult Material Safety Data Sheets for complete handling recommendations. 1.03 Delivery,Storage,and Handling A. All materials must be delivered in original,unopened containers with the manufacturer's name,labels,product identification,and batch numbers.Damaged material must be removed from the site immediately. B. Store all materials off the ground and protect from rain,freezing or excessive heat until ready for use. C. Condition the specified product as recommended by the manufacturer. 1.04 Job Conditions A. Environmental Conditions:Do not apply material if it is raining or snowing or if such conditions appear to be imminent.Minimum application temperature 40°F(5°C)and rising. B. Protection:Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified material. 1.05 Submittals A. Submit two copies of manufacturer's literature,to include:Product Data Sheets and appropriate Material Safety Data Sheets(MSDS). 1.06 Warranty A. Provide a written warranty from the manufacturer against defects of materials for a period of one(1)year,beginning with date of substantial completion of the project. Page 464 of 1751 Part 2-Products 2.01 Manufacturer A. Sikagard 62,as manufactured by Sika Corporation, 1682 Marion Williamsport Road,Marion,Ohio,43302 is considered to conform to the requirements of this specification. 2.02 Materials A. Epoxy resin coating: 1. Component A shall be a epoxy resin of diglycidilether of bisphenol A containing suitable viscosity control agents.It shall not contain butyl glycidyl ether. 2. Component B shall be primarily a reaction product of a selected amine blend with an epoxy resin of the epichlorohydrin bisphenol A type containing suitable viscosity control agents,pigments,and accelerators. 3. The ratio of Component A: Component B shall be 1:1 by volume B. Granules for slip-resistance shall be supplied by the manufacturer of the specified product and shall be able to be mixed into the coating and shall not settle during application. 2.03 Performance Criteria A. Typical Properties of the mixed epoxy resin coating: 1. Pot Life: 35-40 minutes(60 gram mass) 2. Tack FreeTime:Approximately 4 hours 3. Color:red,grey,tan 4. Solids: 100%VOC g/1: 134(A+B) 5. Immersion&Chemical Exposure:min. Cure 3 Days Typical Properties of the cured epoxy resin coating: Water Absorption(ASTM D-570)at 7days:0.1%max.(2 hour boil),24 hour immersion Elongation(ASTM D-522)at 14 days: 5%min. Abrasion Resistance(ASTM D-968)at 14 days: 51 liters/mil Adhesion classification(ASTM 3359)at 14 days:4A. Abrasion(Taber Abrader)at 7 days:Weight loss:0.65 gm.max.(H-22 wheel; 1000 gm weight; 1000 cycles) Tensile Properties(ASTM D-638)at 14 days:Tensile Strength 5,400 psi(37.3 Mpa)/Elongation at Break 2.7% Bond Strength(ASTM C-882)Hardened Concrete to Hardened Concrete 2 Day(dry cure):2,000 psi(13.79 MPa) 14 Day(moist cure): 1,500 psi. (10.34 MPa) 8. The coating shall have United States Department of Agriculture approval. Note:Tests above were performed with the material and curing conditions @ 71°F—75°F and 45-55%relative humidity. Page 465 of 1751 Part 3—Execution 3.01 Surface Preparation A. Substrate must be clean,sound,and free of surface contaminants.Remove dust,laitance,grease,oils,curing compounds,form release agents and all foreign particles by mechanical means.Substrate shall be in accordance with ICRI Guideline No.03732 for coatings. 3.02 Mixing and Application A. Mixing: Premix each component.Proportion equal parts by volume of Component A and Component B into a clean, dry mixing pail. Mix throughly for 3 minutes min. with a jiffy paddle on a low-speed(400-600 rpm)drill. Mix only that quantity of material that can be used within its pot life(35 minutes at 73F). To minimize color difference,blend two complete Components B's together. Use only one of the blended Component B's to mix with a Component A. After the first Component B has been used,blend the second Component B with a new Component B and repeat the above procedeure for the entire application. B. Placement Procedure:The epoxy resin coating shall be applied only to approved,prepared surfaces with high- quality brushes,rollers,or spray equipment.Coating shall be applied at ambient and substrate temperatures between 50 and 90F.Application thickness shall be between 4-7 mils per coat. Subsequent coats shall be applied within 48 hours of the previous coat.Care is to be taken on vertical and overhead surfaces to avoid sags or runs.If this occurs, it must be sanded out and the area re-coated.If coating of horizontal surfaces that will receive traffic is specified,a slip-resistant aggregate,Sikagard 62 Granules,shall be incorporated into the mixed epoxy resin coating at 1/2 lb./gallon or as directed by the engineer. C. When applying the coating,if possible never stop the application until the entire surface has been coated.If possible always discontinue at an edge,corner,or joint.Never let a previously coated film dry.Always coat into wet film. Always apply the coating at a 45°angle to an edge,corner,or joint. D. Adhere to all limitations and cautions for the epoxy resin as stated in the manufacturers printed literature. 3.03 Cleaning A. The uncured epoxy resin coating can be cleaned from tools with an approved solvent. The cured epoxy resin coating can only be removed mechanically. B. Leave finished work and work area in a neat,clean condition without evidence of spillovers onto adjacent areas. Page 466 of 1751 SC-054 Sikagard 62 Coating a F d D a vt:c D o a a v j a 1. Apply Sikagard 62 with high quality brushes or rollers. Care should be taken to avoid sags or runs. 2. When applying the coating,never stop the application until the entire surface has been coated. 3. Subsequent coats shall be applied within 48 hours of the previous coat. 4. For a slip-resistant surface,aggregate shall be incorporated into the mixed epoxy resin coating at a I/2 lb./gal. Note:When applying Sikagard 62 always end at an edge,corner or joint.Do not apply 62 directly over joint filler. The preceding specifications are provided by Sika Corporation as a guide for informational purposes only and are not intended to replace sound engineering practice and judgment and should not be relied upon for that purpose. SIKA CORPORATION MAKES NO WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED,AS TO THE ACCURACY, COMPLETENESS OR THE CONTENTS OF THESE GUIDE SPECIFICATIONS. Sika Corporation assumes no liability with respect to the provision or use of these guide specifications, nor shall any legal relationship be created by, or arise from,the provision of such specifications SIKA SHALL NOT BE RESPONSIBLE UNDER ANY LEGAL THEORY TO ANY THIRD PARTY FOR ANY DIRECT OR CONSEQUENTIAL DAMAGES OF ANY KIND ARISING FROM THE USE OF THESE GUIDE SPECIFICATIONS.The specifier, architect, engineer or design professional or contractor for a particular project bears the sole responsibility for the preparation and approval of the specifications and determining their suitability for a particular project or application. Page 467 of 1751 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 Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or by calling (201) 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 current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use. Page 468 of 1751 Product Data Sheet Edition 10.21.2014 Sikalastic®720 Base Sikalastic° 720 Base Two-component, fast-curing, solvent-free, crack-bridging, elastomeric polyurethane base coat • Description Sikalastic®720 is a two-component,aromatic,chemically cured,elastomeric polyurethane coating intended for use as the waterproofing base coat under polyurethane or epoxy wearing surfaces for pedestrian and vehicular traffic bearing applications, and as the waterproofing base coat under a separate wearing course such as concrete or asphalt pavement,and tile in a setting bed. R "rlr Where To Use • Multi-story parking garages. • Parking decks and ramps. >t - ■ Foot bridges and walkways. ) • Mechanical rooms. • Stadiums and arena. / 1 • Plaza and rooftop decks. • Balconies. L:17 Advantages • Low odor and fast turnaround. _-r • Excellent crack-bridging properties and flexibility,even at low temperatures. ■ Resistant to water and de-icing salts. "-- • Alkaline resistant. i Coverage 70 ft2/gal.@ 23 wet mils(23 dry mils). ( <"fi3 Packaging 20 gal.kit-four 5 gal.pails(net 4 gal.each)Part A and four 1 gal.cans Part B. Cure Mechanism Chemical cure. Chemical Resistance Resistant to de-icing salts,and alkaline concrete and cementitious mortars/tile adhesives. ° Typical Data(Material and curing conditions at 75°F(24°C)and 50%R.H.) _ RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, t L r r TEMPERATURE,APPLICATION METHODS,TEST METHODS,ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life 1 year in original,unopened containers. Storage Conditions Store dry at 40°-95°F(4°-35°C).Condition material to 65°-85°F(18°-30°C) before using. • Color Gray Pot Life 10-15 minutes Total Volume Solids(ASTM D-2697) 100% VOCs(ASTM D-2369-81) <15 g/I Tensile Strength(ASTM D-412) 2500+/-100 psi Elongation at Break(ASTM D-412) 800+/-50% Tear Resistance(Die C,ASTM D-624) 300+/-25 pli Hardness(ASTM D-2240) 80+/-5 Shore A ■ 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:I/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 SHEEnT�PPRODUCTT‘LABELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. How to Use Surface Preparation Surface must be clean,dry and sound with an open texture.Remove dust,laitance,grease,curing compounds, bond inhibiting impregnations,waxes,and any other contaminants.All projections,rough spots,etc.should be dressed off to achieve a level surface prior to the application. Concrete-Should be cleaned and prepared to achieve a laitance and contaminant free,open textured surface by blast cleaning or equivalent mechanical means(CSP 3-4 per ICRI guidelines). Plywood-Should be clean and smooth,APA and exterior grade, not less than 1/2"thick, and spaced and supported according to APA guidelines.Joints should be sealed with Sikaflex®2c or la and detailed and may ' need embedded fabric reinforcement. Metal-Should be thoroughly cleaned by grinding or blast cleaning. Priming Refer to separate primer data sheets for more detailed information. Concrete-For concrete decks with a maximum moisture content of 4%by weight,apply Sikafloor®FTP with a flat squeegee or roller at approximately 300 ft2/gal.For concrete decks with a maximum moisture content of 5%by weight,apply Sikafloor®1610 with a flat squeegee or roller at approximately 150 ftz/gal. For concrete decks with a maximum moisture content of 6%by weight,apply two applications of Sikafloor®1610 with a flat squeegee or roller at approximately 150 ft2/gal.per application.Work primer well into the substrate to ensure adequate penetration and sealing,and puddles are avoided. Plywood-Apply Sikafloor®FTP with a flat squeegee or roller at approximately 300 ft2/gal,working primer well into the substrate to ensure adequate penetration and sealing,and puddles are avoided. Metal-Consult Sika regarding primer recommendations. S �,• Detailing Non-structural cracks up to 1/16"-Apply a detail coat of Sikalastic®720 at 23 wet mils,4"wide,centered over the crack.Allow to become tack free before over coating. Cracks and joints over 1/16"up to 1 inch-Rout and seal with Sikaflex®2c or 1 a sealant and allow to cure. i r Apply a detail coat of Sikalastic®720 at 23 wet mils,4"wide,centered over the crack.Allow to become tack --= free before over coating. M -~ Joints over 1 inch-Should be treated as expansion joints and brought up through the Sikalastic®720 water- proofing membrane and sealed with Sikaflex®2c or 1a sealant. - Mixing Premix Part A and Part B components using a mechanical mixer(Jiffy)at slow speed to obtain uniform color, making sure to scrape the solids from the bottom and sides of the pail.Pour part B into Part A slowly and while mixing scrape the side of the container,Mix the combined material thoroughly until a homogenous mixture and uniform color is obtained(typically 3 minutes).Use care not to allow the entrapment of air into the mixture. Application Apply at the recommended coverage rate(see appropriate System Guide)using a notched squeegee or trowel, and backroll using a phenolic resin core roller.Extend base coat over entire area including previously detailed cracks and joints.Allow coating to cure a minimum of 3-4 hours at 70°F and 50%RH or until tack fee before — - top coating.Allow coating to cure for a minimum of 36 hours before installing separate wear course. t ' Removal Remove liquid coating immediately with dry cloth.Once cured,coating can only be removed by mechanical means. ( Limitations ■ To avoid dew point conditions during application,relative humidity must be no more than 95%and substrate temperature must be at least 5°F(3°C)above measured dew point temperatures. • Maximum moisture content of substrate:4%by weight with Sikafloor®FTP primer,and 6%by weight with Sikafloor®1610 primer. • Minimum ambient and substrate temperature during application and curing of material is 40°F(4°C);maxi- mum is 90°F(32°C). Frequent monitoring of ambient and substrate temperature should always be done when applying polyurethane coatings.Note that low temperatures and low humidity will slow down the cure, and high temperatures and high humidity will accelerate it. • Do not store materials outdoors exposed to sunlight for prolonged periods. • Do not thin with solvents. • Minimum age of concrete must be 21-28 days,depending on curing and drying conditions. • Any repairs required to achieve a level surface must be performed prior to application(consult a Sika rep- resentative for guidance on various Sika product solutions). Surface irregularities may reflect though the cured system. ■ Do not apply to a porous or damp surface where moisture vapor transmission will occur during application and cure. • Substrate must be dry prior to application.Do not apply to a frosted,wet or damp surface.Do not proceed if rain is imminent within 8-12 hours of application.Allow sufficient time for the substrate to dry after rain or inclement weather as there is the potential for bonding problems. • When applying over existing coatings compatibility and adhesion testing is recommended. • On grade, lightweight concrete,asphalt pavement,and applications where chained or studded tires may be used should not be coated with Sikalastic®traffic systems. • Unvented metal pan decks or decks containing between-slab membranes require further technical evalu- ■k. 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�PCIIU ROCTT I,IAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. • ation and priming with a moisture-blocking primer-contact Sika regarding recommendations. • Waterproofing applications under overburden,including concrete pavement,asphalt pavement,and tile in a cementitious setting bed,require further technical evaluation-contact Sika regarding recommendations. • Do not subject to continuous immersion. • Sikalastica 720 is not UV stable and must be top coated or protected by a separate wearing course. • Primer and base coat must be kept clean and recoated-primer within 48 hours,base coat within 24 hours. If this window is exceeded,contact Sika for recommendations. • Mockups to verify application methods and substrate conditions as well as desired skid resistance and aesthetics are highly recommended. 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 FOR A PARTICULAR PURPOSE.SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.SIKA SHALL NOT BE RESPONSIBLE FOR ANY 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 JI(a THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ONANY PATENT ORANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BYOTHERS. Regional Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicana S.A.de C.V. Bsl - 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 110 Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera Phone:800-933-7452 Quebec H9R 4A9 Corregidora,Queretaro RESPONSIBLE CARE i_u lgo� Fax:201-933-6225 Pa�,�gkoff��1��9 77��1(� C.R 76920 RESPONSIBLE Bdwo, -- x`544-6�l-2T92`� Phone:52 442 2385800 Sika and Sikagard are registered trademarks. Fax:52 442 2250537 Printed in Canada. )on:—4d� - (...... or+14.^-)Z nate: SMR (f HERWIN r ►ILLIAMSS Color: Finish: JJ ej Color Approved By: SHERWIN-WILLIAMS 2602 05/04/18 SHERWIN-WILLIAMS 2602 05104/18 SHERWIN-WILLIAMS 2602 05/04/18 305-673-2600 Order# 0069820 305.673.2600 0rder# 0090044 305-673.2600 Order# 0073442 EXTERIOR ARCHITECTURAL INT/EXT ARCHITECTURAL EXTERIOR ARCHITECTURAL SUPER PAINT LATEX SUPER PAINT LATEX PRO INDUSTRIAL ACRYLIC SATIN STANDALONE FLAT STANDALONE SEMI-GLOSS STANDALONE B@01) 2@40-40 SUMMER BASK COMP( B001)ST GARAGE—TAN GREEN CUSTOM MANUAL MATCH CUSTOM MANUAL MATCH CUSTOM 1000 FORMULA MATCH CCE*COLORANT OZ 32 64 1,28 CCEwCOLORANT OZ 32 64 128 CCEmCOLORANT 02 32 64 128 BI-Black - 15 - - BI-Black 2 11 1 1 L1-Blue 4 39 - 1 R2-Maroon - 1 - 1 62-New Green - 55 1 - NI-Raw Umber - 16 - Y3-Deep Gold - 25 - - N1-Raw Umber - 23 1 1 Y3 Deep Gold 2 17 1 - 13-Deep Gold - 8 - 1 FIVE GALLON EXTRA WHITE ONE GALLON DEEP ONE GALLON LIGHT YELLOW A804101151 640413738 8001153 650827249 A89100156 640411955 ASONRY (4,1.405 f c)cC LS,} l •IM # J Non Returnable Tinted Calor Non Returnable Tinted Color Non Returnable Tinted Color CAUTION: To assure consistent alar, , CAUTION: To assure consistent color, CAUTION: To assure consistent color, always order enough paint to complete always order enough paint to complete always order enough paint to complete the job and intermix all containers the job and intermix all containers the job and intermix all containers of th9 same color before application. of the same color before application. Mixed colors may vary slightly from of the same color before application. Mixed colors may vary slightly from color strip or color chip. Mixed colors may vary slightly from color strip colors{riporColrcip.IIIIII IIIIIIVIIIIIIIIl0iIii!1ilc11Illii IIIIIIII - VII iiu I III II 1111I 0073442-001 0069820-007 009)044-001 SHERWIN-WILLIAMS 2602 05/04/18 SHERWIN-WILLIAMS 2602 05/04/18 SHERWIN-WILLIAMS 2602 05/04/18 305.673-2600 Order# 0086089 305-673-2600 Order# 0069145 305-673-2600 Order# 0000000 EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL A-100 LATEX SUPER PAINT LATEX SUPER PAINT LATEX SATIN STANDALONE SATIN STANDALONE SATIN STANDALONE 2073-40 PURPLE HYACINTH COMP(B001) 2160-3@ MAPLE SUGAR 6601 TANAGER CUSTOM MANUAL MATCH CUSTOM SHER-COLOR MATCH SHER-COLOR FORMULA CCEmCOLORANT OZ 32 64 128 CCEmCOLORANT OZ 32 64128 CCEwCOLORRNT OZ 32 64 128 Wl-White 4 42 - - G2-New Green - 3 - - R2-Maroon - 17 1 • LI-Blue - 18 1 1 R2-Maroon - 9 - - R4-New Red 10 13 1 1 R3-Magenta 4 52 - 1 13-Deep Gold 10 52 - - 13-Deep Gold - 32 1 • Yl-Yellow - 15 - - • ONE GALLON DEEP ONE GALLON DEEP ONE GALLON ULTRRDEEP 882000153 640399739 A89W00153 640392346 A89T00154 640392379 STUeC OSONRY �A Jd ( �j It SVEL l n 1 P3 PRIMER RECOMMENDED FOR THIS COLOR Non Returnable Tinted Color Non Returnable Tinted Color Non Returnable Tinted Color CAUTION: To assure consistent color, CAUTION: To assure consistent color, CAUTION: To assure consistent color, , always order enough paint to complete always order enough paint to complete always order enough paint to complete the job and intermix all containers the job and intermix all containers the Job and intermix all containers of the same color before application. of the samecolor before application. of the same color before application. Mixed colors may vary slightly from Mixed colos may vary slightly from Mixed colors may vary slightly from . color strip or color chip. color strip or color chip. color strip or colorchip. , 111111 I 1111 1111 III III 1111 illill'IIIIIIIIIIIII IIIIIIIIIIIIIIII�IIIIIIIIIII st 0086089-001 0069145-001 rnrnrnrnmm0_nnn n 3 C an r' -`13'%77 m`0 y r s rf,l C7 mr/1m--r LJto =1.T1-1m—i 1..7, B a s11.. -1Z V, _ a_.- Im "cZv pn naoz3 , O. oWYe «0 0 0 p '-1n a.1.z. aCm 21'8 '. i a-4 N z = rD o_ reit .=. _m r�-r CD a�'na'o au az. sv —1 err-. B�+aoOau� 1 N a 3<o n C C Q m CY, en < a;0 r, re (.3\ �l N p oaQ•.T 1 m n O a i'.. r r W N 'I-, (31 N V L.n V.�.N C r.1...1....1 N C./1. 9 O C as N13 , -1 rfH 3 a J O Cr. T —1 CD 1eoPage 1� ;no — oa r ria so N = ."z m u Apar—r1 0© r...0• o4 my .-.-. . m r--.rm.= ©a 2 m Lo nr7 rrx r e co o Product Data Sheet Edition 5.25.2016 MIAMI•DADE COUNTY a , Sikalastic®745 AL APPROVED Sikalastic® 745 AL '. Two-component, aliphatic, fast-curing, solvent- ; free, traffic bearing wear and top coat Description Sikalastic®745 AL is a two-component,aliphatic,chemically cured,elastomeric polyurethane coating intended I for use as the traffic bearing wear and top coat over polyurethane waterproofing membrane for pedestrian and } ��l vehicular traffic bearing applications, and as a protective top coat over polyurethane waterproofing membrane r-- under a separate wearing course such as concrete or asphalt pavement,and tile in a setting bed. Where To Use • Multi-story parking garages. �� • Parking decks and ramps. ■ Foot bridges and walkways. IJI ) • Mechanical rooms. • Stadiums and arena. EL.,..) 1 ■ Plaza and rooftop decks. / • Balconies. r Advantages ■ Low odor and fast turnaround. I )i ` • Excellent crack-bridging properties and flexibility,even at low temperatures. • Resistant to water and de-icing salts. � . ■ Alkaline resistant. su� • Range of standard colors. .' -r Coverage 133 ft2/gal.@ 12 wet mils(12 dry mils);115 ft2/gal.@ 14 wet mils(14 dry mils);90 ft2/gal.@ 18 wet mils(18 dry mils). - " Packaging 17.6 gal.kit-four 5 gal.pails(net 4 gal.each)Part A and four 1 gal.cans(net 0.4 gal.each)Part B. C''' Cure Mechanism Chemical cure. J %� Chemical Resistance Resistant to de-icing salts,and alkaline concrete and cementitious mortars/tile adhesives. c } Typical Data(Material and curing conditions at 75°F(24°C)and 50%R.H. ' f 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 1 year in original,unopened containers. Storage Conditions Store dry at 40°-95°F(4°-35°C).Condition material to 65°-85°F(18°- 30°C)before using. Color Gray,Charcoal and Tan;custom colors available. Pot Life 20-30 minutes Total Volume Solids(ASTM D-2697) 100% VOCs(ASTM D-2369-81) 73.6 g/I Tensile Strength(ASTM D-412) 3200+/-300 psi • Elongation at Break(ASTM D-412) 450+/-45% Tear Resistance(Die C,ASTM D-624) 300+/-30 pli Hardness(ASTM D-2240) 85+/-5 Shore A UV Resistance and Recovery PASS from Elongation(ASTM C-957) ® 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 U Q, SHEET WHICH ARE AVAILABLE ONLINE AT HTTP://USA.SIKA.COMI 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- ( D�C RENT PRODUCT DATA SH TPRODUCTT LA8ELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. (,. 11( "I How to Use Surface Preparation Surface must be clean,dry and sound with an open texture.Remove dust,laitance,grease,curing compounds, bond inhibiting impregnations,waxes,and any other contaminants.All projections,rough spots,etc.should be dressed off to achieve a level surface prior to the application. Sikalastic®720 Waterproofing Base Coat-Coating should be cured and tack free. Existing Coatings-Should be cleaned and mechanically abraded to provide a contaminant free,open textured surface.Solvent wipe as allowed by state and local regulations. Mixing Premix Part A and Part B components using a mechanical mixer(Jiffy)at slow speed to obtain uniform color, making sure to scrape the solids from the bottom and sides of the pail.Pour part B into PartA slowly and while mixing scrape the side of the container,Mix the combined material thoroughly until a homogenous mixture and uniform color is obtained(typically 3 minutes).Use care not to allow the entrapment of air into the mixture. Application Apply at the recommended coverage rate (see appropriate System Guide) using a notched squeegee or trowel,and backroll using a phenolic resin core roller.Apply aggregate evenly distributed at the appropriate rate immediately into wet coating and backroll if required (see appropriate System Guide).Allow coating to cure a minimum of 3-4 hours at 70°F and 50%RH or until tack fee between coats.Allow coating to cure for a minimum of 36 hours before opening to vehicular traffic or installing separate wear course. Aggregate:Use clean,rounded or semi-angular oven dried quartz sand with a size gradation of 16-30 mesh or 12-20 mesh for vehicular traffic and 20-40 mesh for pedestrian traffic,and a minimum hardness of 6.5 per the Moh's scale.It should be supplied in pre-packaged bags and free of metallic or other impurities.Seeding of aggregate means an even, light broadcast short of refusal.A full broadcast of aggregate means a heavy application to refusal.Any loose aggregate must be removed prior to recoating. Backroll aggregate where indicated. Removal Remove liquid coating immediately with dry cloth.Once cured,coating can only be removed by mechanical U, 1. means. Limitations ■ To avoid dew point conditions during application,relative humidity must be no more than 95%and substrate os( 5'1 temperature must be at least 5°F(3°C)above measured dew point temperatures. ° ■ Maximum moisture content of substrate:4%by weight with Sikalastic®FTP primer,and 6%by weight with Sikalastic®1610 primer. • • Minimum ambient and substrate temperature during application and curing of material is 40°F (4°C); maximum is 90°F(32°C). Frequent monitoring of ambient and substrate temperature should always be done when applying polyurethane coatings. Note that low temperatures and low humidity will slow down I fthe cure,and high temperatures and high humidity will accelerate it. • Do not store materials outdoors exposed to sunlight for prolonged periods. ■ Do not thin with solvents. ( ( z ■ Use properly graded,oven dried aggregates only. �- ■ Minimum age of concrete must be 21-28 days,depending on curing and drying conditions. • Any repairs required to achieve a level surface must be performed prior to application (consult a Sika Ii I' representative for guidance on various Sika product solutions). Surface irregularities may reflect though (--) the cured system. • Do not apply to a porous or damp surface where moisture vapor transmission will occur during application and cure. c' • Substrate must be dry prior to application.Do not apply to a frosted,wet or damp surface.Do not proceed if rain is imminent within 8-12 hours of application.Allow sufficient time for the substrate to dry after rain or inclement weather as there is the potential for bonding problems. • When applying over existing coatings compatibility and adhesion testing is recommended. • Opening to traffic or installation of separate wearing course prior to final cure may result in loss of aggregate, or permanent staining and subsequent premature failure. ■ Vehicle fluids and some high performance tires can stain the coating. Fluid spills should be removed promptly as the coating can in some cases be damaged from prolonged exposure. ■ On grade,lightweight concrete,asphalt pavement,and applications where chained or studded tires may be used should not be coated with Sikalastic®traffic systems. • Unvented metal pan decks or decks containing between-slab membranes require further technical evalu- ation and priming with a moisture-blocking primer-contact Sika regarding recommendations. ■ Waterproofing applications under overburden,including concrete pavement,asphalt pavement,and tile in a cementitious setting bed,require further technical evaluation-contact Sika regarding recommendations. • Do not subject to continuous immersion. • ■ Base coat must be kept clean and recoated within 24 hours for two-component base coat,and 72 hours for single component base coat.If this window is exceeded,contact Sika for recommendations. • Mockups to verify application methods and substrate conditions as well as desired skid resistance and aesthetics are highly recommended. • ®j8:,3 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 SHEEDT,PCRODUCOT,Ld1SELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. • cp 0E 1 (....___. ...., 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 FOR A 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. p ® Visit our website at usa.sika.com 1-800-933-SIM NATIONWIDE Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center. Q Sika Corporation Sika Canada Inc. Sika Mexicana S.A.de C.V. 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 1 Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera Phone:800-933-7452 Quebec H9R 4A9 Corregidora,Queretaro RESPONSIBLE CARE 1 + Fax:201-933-6225 a pJlor 14 fi97t (� C.P.76920 ------ MTV. V. �J�Sx`5441651!2Y Phone:52 442 2385800 Sika and Sikagard are registered trademarks. Fax:52 442 2250537 Printed in Canada. BUILDING TRUST B PRODUCTDATA SSHEET EET Sikag -62 Protective coating with moderate chemical resistance PRODUCT Sikagard®-62 is a two-component, solvent-free, high build coloured DESCRIPTION protective coating based on epoxy resins. It produces a damp-proofing and vapour-proofing system. Cured Sikagard®-62 provides a hard, glossy coat with high resistance to abrasion and chemical attack. USES • As an abrasion-resistant universal coating material designed for normal to moderately aggressive chemical environments. Sikagard- 62 is suitable for use on concrete stone, cementitious mortars and screed, epoxy cements (EpoCem), asbestos cement, epoxy mortars, iron and steel • As anti-corrosion coating in food-processing plants, sewage works, farms and agricultural enterprises, chemical and pharmaceutical plants,beverage industries and bottling plants. • Also used as part of glass fibre-reinforcement self-supporting linings with crack-bridging properties on bund areas and storage tanks. CHARACTERISTICS/ADVANTAGES • Solvent free • Excellent chemical resistance • High abrasion resistance • Protective and decorative • Vapour proof • Cures without shrinkage • Safe to use in contact with foodstuff and potable water • Excellent adhesion to most building materials • Can be applied by brush and roller or airless spray • Forms a smooth,even coating • Protective lining Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 476 of 1751 1/9 TESTS APPROVAL/STANDARDS ■ approved to British Standards for Contact with Potable Water by WRAS. PRODUCT DATA FORM COLOURS Light grey,light green and white.Other colour shades on request. Under sun radiation it may come to discolouration and colour deviation; this has no influence to the function of the coating. PACKAGING Part A: 3.75 kg containers Part B: 1.25 kg containers Part A+B: 5.0 kg ready to mix units STORAGE STORAGE CONDITIONS/SHELF-LIFE 24 months from date of production if stored properly in undamaged and unopened original sealed packaging in cool dry conditions. Protect from direct sunlight and frost. TECHNICAL DATA CHEMICAL BASE Epoxy resin DENSITY Mixed resin:approx.1.35 kg/litre(20°C,50%rh) VISCOSITY Comp.A:thixotropic Comp. B:approx. 1150 mPas(20°C,50%rh) VOC DATA VOC content (ready to use) not exceeding 200gm/litre [Type of regulate paint under the Air Pollution Control(volatile organic compounds). Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 477 of 1751 i4 2/9 BUILDING TRUST MECHANICAL/ TEMPERATURE RESISTANCE(WITHOUT CHEMICAL OR MECHANICAL PHYSICAL PROPERTIES ACTION) Permanent maximum:dry 70°C wet 60°C THERMAL EXPANSION COEFFICIENT Approx.7.5 x 10-5 [a=m/m/°C] (temperature range:-20°C to+40°C) COEFFICIENT OF THERMAL EXPANSION(-10°C to+40°C) Approx.7.5 x 10 5mm/m/°C WATER VAPOUR DIFFUSION COEFFCIENT(012O) Approx.100,000 MECHANICAL STRENGTHS(7 days) Tensile Strength approx.25MPa Compressive strength approx.50MPa Flexural tensile strength : approx.50MPa E-modulus(dynamic) approx.30-40.102MPa ADHESIVE STRENGTH (According to DIN 53232) Substrate: Dry Concrete: approx.3.4 MPa Steel(sandblasted) : approx.25 MPa Minimum thickness of coating for effective anti-corrosion protection: 0.6 mm dft (at least 2 coats, on mineral substrates no pinholes of air bubbles). ELONGATION AT BREAK Approx.2.7% ABRASION(TABER ABRADER)(7 days) (According to ASTM D-1044) Weight loss,1,000 cycles (H-22 wheel,1,000 gm weight)0.61gm Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 gia Page 478 of 1751 II 3/9 BUILDING TRUST CHEMICAL RESISTANCE Test 1 7 30 60 180 360 Test Medium Temp C° day days days days days days Acetone 20°C A C - - - - Acrylonitrile 20°C A A A A A A Acetic ester(concentrated) 20°C A B C - - - Acetic ester 20% 20°C A A A A AD C 40°C A A A AD C - Ammoniac 10% 20°C A A A A A A 40°C A A A A A AD Caustic soda 30%(NaOH) 20°C A A A A A A 40°C A A A A A A Cement water(saturated) 20°C A A A A A AD (Ca(OH)2) 40°C A A A A A BD Citric acid 20% 20°C A A A A AD AD 40°C A A A AD AD AD Detergents 20°C A A A A A A 40°C A A A A AD AD Distilled water 20°C A A A A A A 40°C A A A A A AD 60°C A A A BD BD BD Ethanol 20°C A A A B C - 40°C A B C - - - Ethanol/water 60:40 20°C A A A A A A Formic acid 10% 20°C A A A A A B Fuel oil(EMPA) 20°C A A A A A A 40°C A A A A A A 60°C A A A A A A Hydraulic fluids 20°C A A A A A A (e.g."Arcosafe","Skydrol" 40°C A A A A B C Hydrochloric acid 20°C A AD AD AD AD AD (saturated)(HCI) 40°C AD AD AD BD C - Hydrogen peroxide 5% 20°C A A A A B B (H202) Iron-Ill-chloride solution 20°C A A AD AD AD AD (Fe Cl3)35% 40°C A A AD AD AD AD Iron-II-sulphate solution 20°C A AD AD AD AD AD (Fe CI4)35% 40°C A AD AD AD AD AD Javelle water 14%(Cl2) 20°C A A AD BD BD C Kerosene 20°C A A A A A A 40°C A A A A A A Product Data Sheet Sikaga rda-62 Apr.2018,VERSION 7 o Page 479 of 1751 Q Vi =i 4/9 BUILDING TRUST Lactic acid 20% 20°C A A A AD BD C 40°C A A AD C - - Liquid silage 20°C A A A AD AD AD 40°C A A AD BD BD BD Liquid manure 20°C A A A A A A 40°C A A A AD AD AD Methyl ethyl ketone MEK 20°C A C - - - - Nitric acid 20%(HNO3) 20°C AD AD AD C - - 40°C AD AD C - - - Oxalic acid 10%(H2C204) 20°C A A AD AD BD C 40°C AD AD BD C - - Potassium permanganat 20°C A A B C - - 10%(KMn04) Phosphoric acid 40% 20°C A AD AD BD BD C (H3PO4) 40°C AD AD BD C - - Red/white Wine 20°C A A A A A A Sodium chloride solution 20°C A A A A A A (saturated)(NaCI) 40°C A A A A A A Soda solution(saturated) 20°C A A A A A A (NA2CO3) 40°C A A A A A A Sulphuric acid 50%(H2504) 20°C AD AD AD AD AD AD 40°C AD AD AD AD AD AD Sulphurous acid 5%(l-12S03) 20°C A A AD AD AD BD 40°C A AD AD AD AD BD Styrene 20°C A A A A A B Tataric acid 20% 20°C A A A A A A Toluene 20°C A A B B B B 40°C A A B B B C Trichloroethylene 20°C A B C - - - Water 20°C A A A A A A 40°C A A A A A A 60°C A A A B B B For information about resistance to other media, please contact our Technical Services Department. A=resistance to prolonged contact, B=temporarily resistant,C=break down of coating, D= resistant,but discoloration of coating. Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 480 of 1751 O 5/9 BUILDING TRUST SYSTEM INFORMATION APPLICATION DETAILS SYSTEM STRUCTURES Roller coating: Primer: 1 x Sikagard-62 Coating: 2-3 x Sikagard-62 Glass fabric reinforced system: Primer: 1 x Sikagard-62 Coating: 1 x Sikagard -62 imbedding of glass fabric 2-3 x Sikagard -62 CONSUMPTION/COVERAGE Coating System Product Consumption Roller coating Priming Sikagard-62 0.3-0.5 kg/m' Roller coating Sikagard-62 0.4-1.0 kg/m2,per coat, depending on substrate condition and coating thickness required Glass fabric reinforced system Primimg Sikagard-62 0.3-0.5 kg/m' 1'`coat Sikagard-62 0.8—1.0 kg/m' Imbedding Glass fabric Approx.0.3 kg/m' 2nd coat Sikagard-62 0.5—0.8 kg/m' 3`d coat Sikagard-62 0.3-0.5 kg/m' Note: For a theoretical dry film thickness of 100 microns (0.1 mm) approx. 0.14 kg/m2. These figures are theoretical and do not include for any additional material required due to surface porosity, surface profile, variations in level or wastage etc. SURFACE PREPARATION The concrete substrate must be sound and of sufficient compressive strength (minimum 25 MPa) with a minimum pull off strength of 1.5 MPa. The substrate must be clean, dry and free from oil, grease, loose and friable particles. Very smooth surfaces, insufficient layers and oily contaminations must be removed mechanically (e.g. by blast cleaning or grinding). Then thoroughly cleaned to remove all dust. A sealer/levelling coat of Sikagard- 720 EpoCem or Sikafloor-81/82 EpoCem should then be applied, after first making good any major surface defects. Steel and iron surfaces must be sandblasted(SA 21/2). Cementitious materials other than EpoCem should be at least 4 weeks old. SUBSTRATE MOISTURE CONTENT <_4%moisture content.Test method:Sika®-Tramex or CM. No rising moisture according to ASTM(Polyethylene-sheet) Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 ro Page 481 of 1751 f 6/9 BUILDING TRUST PREPARATION OF MATERIAL Both components are packed separately. Prior to mixing, stir Part A mechanically and add entire contents to Component A, using a paintbrush or spatula to scrape out residue. Mix thoroughly with an electric stirrer at low speed ("300 rpm),taking care to entrain as little air as possible. Leave mixture to stand for approximately 3 minutes before applying. APPLICATION INSTRUCTIONS APPLICATION METHOD/TOOLS Sikagard®-62 may be applied with a paintbrush, nylon roller, spatula or airless spray equipment. SUBSTRATE TEMPERATURE +8°C min(but at least 3°C above the dew point) +30°C max. AMBIENT TEMPERATURE +8°C min(but at least 3°C above the dew point) +30°C max. RELATIVE AIR HUMIDITY 85%r.h.max. (incl.over night). Beware of condensation ! POTLIFE Max.open times Temperatures Time +5°C ^'90 minutes +10°C "30 minutes +20°C "20 minutes +30°C ^'10 minutes WAITING TIME/OVERCOATING Before applying Sikagard-62-on Sikagard-62 allow: Substrate temperature Minimum Maximum +10°C 30 hours 3 days +20°C 10 hours 2 days +30°C 6 hours 1 day Times are approximate and will be affected by changing ambient conditions particularly temperature and relative humidity. Waiting time between coats should not exceed 48 hours. Otherwise surface must be ground before recoating. Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 482 of 1751 7/9 BUILDING TRUST CURING TIME Temperature Foot Traffic Light Traffic Full cure +10°C. ^2 days ^'5 days "'14 days +20°C. "'1 days ^'4 days "10 days +30°C. ^18 hours —2 days ^'5 days Note: Times are approximate and will be affected by changing ambient conditions. CLEANING OF TOOLS Clean all tools and equipment immediately after use with Thinner C. Once hardened,the material can only be removed mechanically. NOTES ON APPLICATION/ Products in a liquid or uncured state may contaminate groundwater and LIMITATIONS should be prevented from entering drains of water courses. Empty containers may contain hazardous residues. Product remnants should be removed and disposed of in accordance with local regulations. Do not apply Sikagard®-62 to cementitious mortars that are modified with acrylic, acrylic co-polymer, EVA OR PVA polymer (e.g. SikaTops) because under certain environmental conditions hardened mortar or render may swell slightly and crack the rigid epoxy coating. VALUE BASE All technical data stated in this Product Data Sheet are based on laboratory tests. Actual measured data may vary due to circumstances beyond our control. LOCAL RESTRICTIONS Please note that as a result of specific local regulations the performance of this product may vary from country to country. Please consult the local Product Data Sheet for the exact description of the application fields. Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 os Page 483 of 1751 �0 `: 8/9 BUILDING TRUST HEALTH AND SAFETY For information and advice on the safe handling, storage and disposal of INFORMATION chemical products, users shall refer to the most recent Material Safety Data Sheet containing physical, ecological, toxicological and other safety-related data. LEGAL NOTES The information,and,in particular,the recommendations relating to the application and end- use of Sika products,are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recon mendations. In practice,the differences in materials,substrates and actual site conditions are such that no warranty in respect of merchantability or of fitness for a particular purpose,nor any liability arising out of any legal relationship whatsoever,can be inferred either from this information,or from any written recommendations,or from any other advice offered.The user of the product must test the product's suitability for the intended application and purpose.Sika reserves the right to change the properties of its products.The proprietary rights of third parties must be observed.All orders are accepted subject to our current terms of sale and delivery.Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned,copies of which will be supplied on request.It may be necessary to adapt the above disclaimer to specific local laws and regulations. Any changes to this disclaimer may only be implemented with permission of Sika®Corporate Legal in Baar. FOR MORE PRODUCT NAME® INFORMATION: v 'p M 400,04 . ' SGS SIKA HONGKONG LTD Contact Details 1507-12,15/F,Block A, Phone:+852 2686 8108 New Trade Plaza, Fax:+852 2645 3671 6 On Ping Street, Mail:marketing@hk.sika.com Shatin,N.T.Hong Kong www.sika.com.hk Product Data Sheet Sikagard°-62 Apr.2018,VERSION 7 Page 484 of 1751 9/9 BUILDING TRUST BONANZA PAINTING LLC Harbour Construction 8980 SW 21"Street attn: Guy Lesseur Miami, FL 33165 (305) 603-9944 (786)712-6212 7340 SW 48 St #102, • Miami, FL 33155 44-44 MititA441:z ,. * t,A 400 West 42"d St- Miami Beach Parking Garage 5/24/2018 14 s• I� ow Pressure wash top floor concrete deck Remove traffic and parking striping Remove existing sealant from top floor expansion joint areas. Top Deck Install the Sikaflex SL polyurethane sealant system and new backer rod to expansion joint areas. 182,350 Install Sikalastic 720/745 polyurethane coating system to concrete ' deck. Pressure wash top floor concrete deck Remove traffic and parking striping Remove existing sealant from top floor expansion joint areas. West Install the Sikaflex SL polyurethane sealant system and new backer 14,220 Stairway rod to expansion joint areas. Install Sikalastic 720/745 polyurethane coating system to concrete deck. Labor and Material is included. 7 Year labor and material warranty Contract Amount Previously Paid Total $196,570 Page 485 of 1751 The O.J. Painting & Waterproofing Company 8571 SW 27th Ter,Miami,FL 33155 1(305)934-30741 OJPainting(a,bellsouth.net 199BS00197 PROPOSAL Name Harbour Construction Date 5/16/2018 Address 7340 SW 48th St, Suite 102, Job 400 W 32nd St Parking Garage Miami, FL 33155 Name Deck Phone (305) 603-9944 Trade • Waterproofing Fax (305) 603-9437 Contact We hereby submit specifications and estimates for: waterproofing of concrete deck. The job will be in accordance to the specifications given, and will consist of the following: • Remove existing sealants at expansion joints. • Apply new Sikaflex SL(with backer rod)to expansion joints. • Apply the Sikalastic 720/45 polyurethane coating system to deck surface. • Note: Excludes re-striping of parking spots and traffic markings. • Top Deck: (Sikalastic 720/745) • Area: 25,000 Sq. Ft. ($6.75/Sq Ft) • Price: $168,750.00 • West Stairway: (Sikagard 62) • Area: 1,920 Sq. Ft. ($6.75/Sq Ft) • Price: $12,960.00 Note: Exterior painting work comes with a 7 year warranty. We hereby propose to furnish labor and materials- complete in accordance with the above specifications, for the sums specified above. Payments are to be made in draws as the job is completed. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above: Signature Date Page 486 of 1751 AZ I Detailed Scope of Work THE GORD AN GROUP To: Guy Lesseur From: Anthony Monti Harbour Construction. Inc. The Gordian Group • 7340 SW 48th Street Suite 102 140 Bridges Road Suite E Miami, FL 33155 Mauldin,SC 29662 305.603.9944 (800)874-2291 Print Date: November 30,2018 Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Brief Scope: Exterior and Interior spalling repair,seal, and paint of entire building,Traffic coating on east side of parking garage roof top deck. The following items detail the scope of work as discussed at the site.All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Detailed Scope: Job:42nd St Parking Garage—East Section Street:42nd City/State/Zip: Miami Beach, FL 33139 SPECIFICATION Installation(labor, materials&equipment)of a New Garland Waterproofing System(or approved equal)over East Section of Parking Deck(Top Floor)on 42nd St Parking Garage with deck area of approximately 22,000SF,as follows:JOB START a. Prior to starting of work owner shall receive a certificate of insurance from contractor. b. Prior to starting of work, an inspection of the existing roof structure(s)shall be made to record any pre-existing damage.c.All property and landscaping shall be protected to help reduce damage,which may be caused, by the roof replacement operations.d.A pre-construction conference shall be held with the Owner's representative to coordinate this project.e.Owner shall provide access to all sides of the structure(s)for staging,storage and access of trucks, cranes,dumpsters and materials throughout the course of the project.SPECIFICATION Durawalk Vehicular Traffic Coating System: (or approved equal)1. Remove existing coatings,dirt and debris to a workable surface by grinding or sandblasting;surface must be approved by City representative prior to coating.2. Power wash deck clean.3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.4.Caulk all cracks per joint sealant specification utilizing Garland Tuff Stuff White(or approved equal). Crack/Joints that are 1"wide or more to be treated as concrete repair 5. Install Primer/Sealer at 0.5 gal/sq.over entire deck and flashings.6. Install Durawalk Vehicular System Base Coat as per specifications at 1.5 gal./sq.lnstall Durawalk Vehicular Wear Coat at 1.5 gal/sq.Aggregate will be broadcasted into coating at 8-10Ibs/square. Once allowed to dry broom away excess aggregate.7. Install Durawalk Grey Top Coat.At 1 gal/sq.8. Run flashings up on the wall 3"high only. Install per Base and Top Coat specifications.9.Stripe new parking lot lanes and spaces with thermal resistance paint(white or yellow). Durawalk Pedestrian (Sidewalks)Traffic Coating System: 1. Remove existing coatings, dirt and debris to a workable surface.2. Power wash deck clean.3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2"deep maximum).4.Caulk all horizontal surface joints and cracks per joint sealant specification utilizing Garland Tuff Stuff White.Cracks/Joints that are 1"wide or more to be treated as concrete repair.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2"deep maximum).5. Install Primer/Sealer at 0.5 gal./sq.over entire area.6. Install Durawalk Vehicular System Base Coat(or approved equal)at 1.5 gal/sq with aggregate broadcasted into coating at 8-10 lbs/sq.Broom excess.7. Install Durawalk Grey Top Coat at 1 gal/sq.(or approved equal)8. Run flashing up on the wall 3" high only. Install per Base and Top Coat specifications.9. Perimeter curbs will be treated similar to scope of work above, flashing up curb 3"high only. Install per Base and Top Coat specifications. PLEASE NOTE THIS SCOPE IS ALSO INCLUDING TO PROVIDE TURN KEY PROJECT Warranty,delivery and disposal fees are included in the contract cost. Subject to the terms and conditions of JOC Contract FLO4GC2-051716-HBC. Detailed Scope of Work Page 1 of 2 11/30/2018 Page 487 of 1751 Detailed Scope of Work Continues... Work Order Number: 056035.00 Work Order Title: Miami Beach 42nd Street Garage Concrete Repair and Painting Anthony Monti Date Guy Lesseur Date Detailed Scope of Work Page 2 of 2 11/30/2018 Page 488 of 1751 Job:42nd St Parking Garage—East Section Street: 42"dCity/State/Zip: Miami Beach, FL 33139 SPECIFICATION Installation (labor, materials&equipment) of a New Garland Waterproofing System (or approved equal)over East Section of Parking Deck(Top Floor) on 42nd St Parking Garage with deck area of approximately 25,000SF, as follows: JOB START a. Prior to starting of work owner shall receive a certificate of insurance from contractor. b. Prior to starting of work, an inspection of the existing roof structure(s) shall be made to record any pre-existing damage. c. All property and landscaping shall be protected to help reduce damage, which may be caused, by the roof replacement operations. d. A pre-construction conference shall be held with the Owner's representative to coordinate this project. e. Owner shall provide access to all sides of the structure(s)for staging,storage and access of trucks, cranes, dumpsters and materials throughout the course of the project. SPECIFICATION Durawalk Vehicular Traffic Coating System:(or approved equal) 1. Remove existing coatings, dirt and debris to a workable surface by grinding or sandblasting;surface must be approved by City representative prior to coating. 2. Power wash deck clean. 3. Repair any concrete spalling areas to horizontal surfaces prior to coating application. 4. Caulk all cracks per joint sealant specification utilizing Garland Tuff Stuff White (or approved equal). Crack/Joints that are 1"wide or more to be treated as concrete repair 5. Install Primer/Sealer at 0.5 gal/sq. over entire deck and flashings. 6. Install Durawalk Vehicular System Base Coat as per specifications at 1.5 gal./sq.lnstall Durawalk Vehicular Wear Coat at 1.5 gal/sq. Aggregate will be broadcasted into coating at 8-10Ibs/square. Once allowed to dry broom away excess aggregate. 7. Install Durawalk Grey Top.Coat.At 1 gal/sq. 8. Run flashings up on the wall 3" high only. Install per Base and Top Coat specifications. 9. Stripe new parking lot lanes and spaces with thermal resistance paint(white or yellow). Durawalk Pedestrian(Sidewalks)Traffic Coating System: 1. Remove existing coatings, dirt and debris to a workable surface. 2. Power wash deck clean. 3. Repair any concrete spalling areas to horizontal surfaces prior to coating application.Any concrete repairs are to be charged at additional cost of$60.00 per SF(2" deep maximum). 4. Caulk all horizontal surface joints and cracks per joint sealant specification utilizing Garland Tuff Stuff White. Cracks/Joints that are 1"wide or more to be treated as concrete repair. Any concrete repairs are to be charged at additional cost of$60.00 per SF(2"deep maximum). Page 489 of 1751 5. Install Primer/Sealer at 0.5 gal./sq. over entire area. 6. Install Durawalk Vehicular System Base Coat(or approved equal)at 1.5 gal/sq with aggregate broadcasted into coating at 8-10 lbs/sq. Broom excess. 7. Install Durawalk Grey Top Coat at 1 gal/sq. (or approved equal) 8. Run flashing up on the wall 3" high only. Install per Base and Top Coat specifications. 9. Perimeter curbs will be treated similar to scope of work above,flashing up curb 3" high only. Install per Base and Top Coat specifications. PLEASE NOTE THIS SCOPE IS ALSO INCLUDING TO PROVIDE TURN KEY PROJECT Warranty,delivery and disposal fees are included in the contract cost. Page 490 of 1751 Spec Component: J jCONCRETE SC-054-03/10 RESTORATION Sikagard 62 J SYSTEMS DIVISION 9 -FINISHES Section 09900 Coatings Part 1 -General 1.01 Summary A. This specification describes the coating of substrates with a vapor-barrier, solvent-free,protective,dampproofing, waterproofing,moisture-insensitive,epoxy resin coating. 1.02 Quality Assurance A. Manufacturing qualifications:The manufacturer of the specified product shall be ISO 9001 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis. B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have received product training by a manufacturer's representative. C. Install materials,in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations of local,state and federal authorities having jurisdiction.Consult Material Safety Data Sheets for complete handling recommendations. 1.03 Delivery,Storage,and Handling A. All materials must be delivered in original,unopened containers with the manufacturer's name,labels,product identification,and batch numbers.Damaged material must be removed from the site immediately. B. Store all materials off the ground and protect from rain,freezing or excessive heat until ready for use. C. Condition the specified product as recommended by the manufacturer. 1.04 Job Conditions A. Environmental Conditions:Do not apply material if it is raining or snowing or if such conditions appear to be imminent.Minimum application temperature 40°F(5°C)and rising. B. Protection:Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified material. 1.05 Submittals A. Submit two copies of manufacturer's literature,to include:Product Data Sheets and appropriate Material Safety Data Sheets(MSDS). 1.06 Warranty A. Provide a written warranty from the manufacturer against defects of materials for a period of one(1)year,beginning with date of substantial completion of the project. Page 491 of 1751 Part 2-Products 2.01 Manufacturer A. Sikagard 62,as manufactured by Sika Corporation, 1682 Marion Williamsport Road,Marion,Ohio,43302 is considered to conform to the requirements of this specification. , 2.02 Materials A. Epoxy resin coating: 1. Component A shall be a epoxy resin of diglycidilether of bisphenol A containing suitable viscosity control agents.It shall not contain butyl glycidyl ether. 2. Component B shall be primarily a reaction product of a selected amine blend with an epoxy resin of the epichlorohydrin bisphenol A type containing suitable viscosity control agents,pigments,and accelerators. 3. The ratio of Component A:Component B shall be 1:1 by volume B. Granules for slip-resistance shall be supplied by the manufacturer of the specified product and shall be able to be mixed into the coating and shall not settle during application. 2.03 Performance Criteria A. Typical Properties of the mixed epoxy resin coating: 1. Pot Life:35-40 minutes(60 gram mass) 2. Tack FreeTime:Approximately 4 hours 3. Color: red,grey,tan 4. Solids: 100%VOC g/1: 134(A+B) 5. Immersion&Chemical Exposure:min. Cure 3 Days Typical Properties of the cured epoxy resin coating: Water Absorption(ASTM D-570)at 7days:0.1%max.(2 hour boil),24 hour immersion Elongation(ASTM D-522)at 14 days: 5%min. Abrasion Resistance(ASTM D-968)at 14 days:51 liters/mil Adhesion classification(ASTM 3359)at 14 days:4A. Abrasion(Taber Abrader)at 7 days:Weight loss:0.65 gm.max.(H-22 wheel; 1000 gm weight; 1000 cycles) Tensile Properties(ASTM D-638)at 14 days:Tensile Strength 5,400 psi(37.3 Mpa)/Elongation at Break 2.7% Bond Strength(ASTM C-882)Hardened Concrete to Hardened Concrete 2 Day(dry cure):2,000 psi(13.79 MPa) 14 Day(moist cure): 1,500 psi. (10.34 MPa) 8. The coating shall have United States Department of Agriculture approval. Note:Tests above were performed with the material and curing conditions @ 71°F—75°F and 45-55%relative humidity. Page 492 of 1751 Part 3—Execution 3.01 Surface Preparation A. Substrate must be clean,sound,and free of surface contaminants.Remove dust,laitance,grease,oils,curing compounds,form release agents and all foreign particles by mechanical means. Substrate shall be in accordance with ICRI Guideline No.03732 for coatings. 3.02 Mixing and Application A. Mixing: Premix each component.Proportion equal parts by volume of Component A and Component B into a clean, dry mixing pail. Mix throughly for 3 minutes min. with a jiffy paddle on a low-speed(400-600 rpm) drill. Mix only that quantity of material that can be used within its pot life(35 minutes at 73F).To minimize color difference,blend two complete Components B's together. Use only one of the blended Component B's to mix with a Component A. After the first Component B has been used,blend the second Component B with a new Component B and repeat the above procedeure for the entire application. B. Placement Procedure:The epoxy resin coating shall be applied only to approved,prepared surfaces with high- quality brushes,rollers,or spray equipment.Coating shall be applied at ambient and substrate temperatures between 50 and 90F.Application thickness shall be between 4-7 mils per coat.Subsequent coats shall be applied within 48 hours of the previous coat.Care is to be taken on vertical and overhead surfaces to avoid sags or runs.If this occurs, it must be sanded out and the area re-coated.If coating of horizontal surfaces that will receive traffic is specified,a slip-resistant aggregate,Sikagard 62 Granules,shall be incorporated into the mixed epoxy resin coating at 1/2 lb./gallon or as directed by the engineer. C. When applying the coating,if possible never stop the application until the entire surface has been coated.If possible always discontinue at an edge,corner,or joint.Never let a previously coated film dry.Always coat into wet film. Always apply the coating at a 45°angle to an edge,corner,or joint. D. Adhere to all limitations and cautions for the epoxy resin as stated in the manufacturers printed literature. 3.03 Cleaning A. The uncured epoxy resin coating can be cleaned from tools with an approved solvent.The cured epoxy resin coating can only be removed mechanically. B. Leave finished work and work area in a neat,clean condition without evidence of spillovers onto adjacent areas. Page 493 of 1751 SC-054 Sikagard 62 Coating d D d � a P 4 D � ° 4 v d 1. Apply Sikagard 62 with high quality brushes or rollers.Care should be taken to avoid sags or runs. 2. When applying the coating,never stop the application until the entire surface has been coated. 3. Subsequent coats shall be applied within 48 hours of the previous coat. 4. For a slip-resistant surface,aggregate shall be incorporated into the mixed epoxy resin coating at a 1/2 lb./gal. Note:When applying Sikagard 62 always end at an edge,corner or joint.Do not apply 62 directly over joint filler. The preceding specifications are provided by Sika Corporation as a guide for informational purposes only and are not intended to replace sound engineering practice and judgment and should not be relied upon for that purpose. SIKA CORPORATION MAKES NO WARRANTY OF,ANY KIND, EITHER EXPRESS OR IMPLIED,AS TO THE ACCURACY, COMPLETENESS OR THE CONTENTS OF THESE GUIDE SPECIFICATIONS. Sika Corporation assumes no liability with respect to the provision or use of these guide specifications, nor shall any legal relationship be created by, or arise from,the provision of such specifications SIKA SHALL NOT BE RESPONSIBLE UNDER ANY LEGAL THEORY TO ANY THIRD PARTY FOR ANY DIRECT OR CONSEQUENTIAL DAMAGES OF ANY KIND ARISING FROM THE USE OF THESE GUIDE SPECIFICATIONS.The specifier, architect, engineer or design professional or contractor for a particular project bears the sole responsibility for the preparation and approval of the specifications and determining their suitability for a particular project or application. Page 494 of 1751 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 Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or by calling (201) 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 current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use. • Page 495 of 1751 i Product Data Sheet Edition 10.21.2014 Sikalastic®720 Base Sikalastic® 720 Base Two-component, fast-curing, solvent-free, crack-bridging, elastomeric polyurethane base coat Description Sikalastic®720 is a two-component,aromatic,chemically cured,elastomeric polyurethane coating intended for use as the waterproofing base coat under polyurethane or epoxy wearing surfaces for pedestrian and vehicular — traffic bearing applications, and as the waterproofing base coat under a separate wearing course such as —-- – concrete or asphalt pavement,and tile in a setting bed. F' ` `, Where To Use • Multi-story parking garages. ■ Parking decks and ramps. -- — • Foot bridges and walkways. ;= • Mechanical rooms. • Stadiums and arena. ■ Plaza and rooftop decks. • Balconies. 1 _` Advantages • Low odor and fast turnaround. • Excellent crack-bridging properties and flexibility,even at low temperatures. - • Resistant to water and de-icing salts. .,-• - • Alkaline resistant. Coverage 70 ft2/gal.@ 23 wet mils(23 dry mils). Packaging 20 gal.kit-four 5 gal.pails(net 4 gal.each)Part A and four 1 gal.cans Part B. Cure Mechanism Chemical cure. - Chemical Resistance Resistant to de-icing salts,and alkaline concrete and cementitious mortars/tile adhesives. Typical Data (Material and curing conditions at 75°F(24°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 1 year in original,unopened containers. Storage Conditions Store dry at 40°-95°F(4°-35°C).Condition material to 65°-85°F(18°-30°C) before using. Color Gray Pot Life 10-15 minutes Total Volume Solids(ASTM D-2697) 100% VOCs(ASTM D-2369-81) <15 g/I Tensile Strength(ASTM D-412) 2500+/-100 psi Elongation at Break(ASTM D-412) 800+1-50% Tear Resistance(Die C,ASTM D-624) 300+/-25 pli Hardness(ASTM D-2240) 80+/-5 Shore A faha 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:I/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 SHEEQT�PCDU ROCT. ARELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. How to Use Surface Preparation Surface must be clean,dry and sound with an open texture.Remove dust,laitance,grease,curing compounds, bond inhibiting impregnations,waxes,and any other contaminants.All projections,rough spots,etc.should be dressed off to achieve a level surface prior to the application. Concrete-Should be cleaned and prepared to achieve a laitance and contaminant free,open textured surface by blast cleaning or equivalent mechanical means(CSP 3-4 per ICRI guidelines). Plywood-Should be clean and smooth,APA and exterior grade, not less than 1/2"thick, and spaced and supported according to APA guidelines.Joints should be sealed with Sikaflex®2c or 1a and detailed and may need embedded fabric reinforcement. Metal-Should be thoroughly cleaned by grinding or blast cleaning. Priming Refer to separate primer data sheets for more detailed information. Concrete-For concrete decks with a maximum moisture content of 4%by weight,apply Sikafloor®FTP with a flat squeegee or roller at approximately 300 ft2/gal.For concrete decks with a maximum moisture content of 5%by weight,apply Sikafloor®1610 with a flat squeegee or roller at approximately 150 ft2/gal. For concrete decks with a maximum moisture content of 6%by weight,apply two applications of Sikafloor®1610 with a flat squeegee or roller at approximately 150 ft2/gal.per application.Work primer well into the substrate to ensure adequate penetration and sealing,and puddles are avoided. i y Plywood-Apply Sikafloor®FTP with a flat squeegee or roller at approximately 300 ft2/gal,working primer well into the substrate to ensure adequate penetration and sealing,and puddles are avoided: Metal-Consult Sika regarding primer recommendations. Detailing Non-structural cracks up to 1/16"-Apply a detail coat of Sikalastic®720 at 23 wet mils,4"wide,centered over the crack.Allow to become tack free before over coating. Cracks and joints over 1/16"up to 1 inch-Rout and seal with Sikaflex®2c or 1 a sealant and allow to cure. t Apply a detail coat of Sikalastic®720 at 23 wet mils,4"wide,centered over the crack.Allow to become tack free before over coating. Joints over 1 inch-Should be treated as expansion joints and brought up through the Sikalastic®720 water- ) proofing membrane and sealed with Sikaflex®2c or 1 a sealant. -•---j Mixing Premix Part A and Part B components using a mechanical mixer(Jiffy)at slow speed to obtain uniform color, _ making sure to scrape the solids from the bottom and sides of the pail.Pour part B into Part A slowly and while mixing scrape the side of the container,Mix the combined material thoroughly until a homogenous mixture and . S uniform color is obtained(typically 3 minutes).Use care not to allow the entrapment of air into the mixture. Application Apply at the recommended coverage rate(see appropriate System Guide)using a notched squeegee or trowel, and backroll using a phenolic resin core roller.Extend base coat over entire area including previously detailed cracks and joints.Allow coating to cure a minimum of 3-4 hours at 70°F and 50%RH or until tack fee before top coating.Allow coating to cure for a minimum of 36 hours before installing separate wear course. Removal Remove liquid coating immediately with dry cloth.Once cured,coating can only be removed by mechanical means. { Limitations is To avoid dew point conditions during application,relative humidity must be no more than 95%and substrate temperature must be at least 5°F(3°C)above measured dew point temperatures. ■ Maximum moisture content of substrate:4%by weight with Sikafloor®FTP primer,and 6%by weight with Sikafloor®1610 primer. • Minimum ambient and substrate temperature during application and curing of material is 40°F(4°C);maxi- mum is 90°F(32°C). Frequent monitoring of ambient and substrate temperature should always be done when applying polyurethane coatings.Note that low temperatures and low humidity will slow down the cure, and high temperatures and high humidity will accelerate it. ■ Do not store materials outdoors exposed to sunlight for prolonged periods. ■ Do not thin with solvents. • Minimum age of concrete must be 21-28 days,depending on curing and drying conditions. • Any repairs required to achieve a level surface must be performed prior to application(consult a Sika rep- resentative for guidance on various Sika product solutions).Surface irregularities may reflect though the cured system. • Do not apply to a porous or damp surface where moisture vapor transmission will occur during application and cure. • Substrate must be dry prior to application.Do not apply to a frosted,wet or damp surface.Do not proceed if rain is imminent within 8-12 hours of application.Allow sufficient time for the substrate to dry after rain or inclement weather as there is the potential for bonding problems. • • When applying over existing coatings compatibility and adhesion testing is recommended. • On grade, lightweight concrete,asphalt pavement,and applications where chained or studded tires may be used should not be coated with Sikalastic®traffic systems. ■ Unvented metal pan decks or decks containing between-slab membranes require further technical evalu- ■ 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 SHEEOT�PCRODUCOT.LIRELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. ation and priming with a moisture-blocking primer-contact Sika regarding recommendations. ■ Waterproofing applications under overburden,including concrete pavement,asphalt pavement,and tile in a cementitious setting bed,require further technical evaluation-contact Sika regarding recommendations. • Do not subject to continuous immersion. ■ Sikalastic®720 is not UV stable and must be top coated or protected by a separate wearing course. ■ Primer and base coat must be kept clean and recoated-primer within 48 hours,base coat within 24 hours. If this window is exceeded,contact Sika for recommendations. • Mockups to verify application methods and substrate conditions as well as desired skid resistance and aesthetics are highly recommended. • i 1 1) 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 TIGHTLYCLOSED.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:l/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 FOR A 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 OR ANY 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 C -93 . . ■ Visit ourALLING website at8800usa.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 Mexicana S.A.de C.V. Bsl - 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 4�! Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera Phone:800-933-7452 Quebec H9R 4A9 Corregidora,Queretaro RESPONSIBLE CARE. Fax:201-933-6225 ,pJ�o 1�-�J7�I1p C.P.76920 a�+ Pa Sic Y 66g# Y$2�I rd 2 Phone:52 442 2385800 Sika and Sikagard are registered trademarks. Fax:52 442 2250537 Printed in Canada. -- Jon:—4d. - g.---041,-."1-1.-/ uare: m;IR HERWIN- T TILLIAMSm Color: Finish: 5 , j , OJ Color Approved By: SHERWIN-WILLIAMS 2602 05!04!18 SHERWIN-WILLIAMS 2602 05!04!18 SHERWIN-WILLIAMS 2602 05/04/16 305-673.2600 Order# 0073442 305.673-2600 Order0 0069820 305-673.2600 Order# 0090044 INT/EXT ARCHITECTURAL EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL PRO INDUSTRIAL ACRYLIC SUPER PRINT LATEX SUPER PRINT LATEX SEMI-GLOSS STANDALONE SATIN(B001) 204Q-40 SUMMER BASK STANDALONE FLAT STANDALONE CONP 42 ST GARAGE-TRW GREEN CUSTOM MANUAL MATCH CUSTOM MANUAL MATCH CUSTOM 100% FORMULA MATCH CCE*COLORANT OZ 32 64 1,28 CCEwCOLORANT OZ 32 64 128 CCEwCOLORANT 02 32 64128 81-Black - 15 - Bl-Black 2 11 .1 1 Li-Blue 4 39 - 1 R2-Maroon - 1 - 1 02-New Green - 55 1 - N1-Raw Umber - 16 - Y3-Deep Gold - 25 - - N1-Raw Umber - 23 1 1 Y3-Deep Gold 2 17 1 - Y3-Deep Gold - 8 - 1 FIVE GALLON EXTRA WHITE ONE GALLON DEEP ONE GALLON LIGHT YELLOW • A801101151 640413738 B661101153 � 650827249 A89Y00156 640411955 STUCCO/MASONRY �l.t�S c1)00,5 L �} ( 94- �L< Non Returnable Tinted Color Non Returnable Tinted Color Non Returnable Tinted ColorCAUTION: To assure consistent color.' CAUTION: To assure consistent color, CAUTION: To assure consistent color, always order enough paint to complete , always order enough paint to complete always order enough paint to complete the job and intermix all containers the job and intermix all containers of thesame color before application. the job and intermixenall containers of the same color before application. of the same color before application. Mixed colors may vary slightly from Mixed colors may vary slightly from Mixed colors may vary slightly from color strip or color chip. color strip or color chip. color.strip i°rimliimiuliton 2 IN I Hull 1111111111111 IIIIII 11111IIIIIIIilllll 0090044-001 0073442-001 0069820-007 SHERWIN-WILLIAMS 2602 05/04/18 SHERWIN-WILLIAMS 2602 05/04/18 SHERWIN-WILLIAMS 2602 05/04/18 305-673-2600 Order# 0086089 305-673-2600 Order# 0069145 305.673-2600 Order0 0000000 EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL A-10D LATEX SUPER PAINT LATEX SUPER PAINT LATEX SATIN STANDALONE SATIN STANDALONE SATIN STANDALONE 2073-40 PURPLE HYACINTH COMP(B001) 2160-30 MAPLE SUGAR 6601 TANAGER ' CUSTOM MANUAL MATCH CUSTOM SHER-COLOR MATCH SHER-COLOR FORMULA CCE#COLORANT OZ 32 64 128 CCE*COLORANT 02 32 64128 CCEwCOLORANT 02 32 64128 WI-White 4 42 - - G2-New Green - 3 - - R2-Maroon - 17 1 • L1-Blue - 18 1 1 R2-Maroon - 9 - - R4-New Red 10 13 1 1 , R3-Magenta 4 52 - 1 Y3-Deep Gold 10 52 - - Y3-Deep Gold - 32 1 • - ' 11-Yellow - 15 - - . ONE GALLON DEEP ONE GALLON DEEP ONE GALLON ULTRADEEP A82W00153 640399739 A89W00153 640392346 A89T00154 �6400392379 STUC 0 SONRY EU1 `•z-""� 1,WeL: Al �.� .s /-CU 3,3, ., m P3 PRIMER RECOMMENDED FOR THIS COLOR • Non Returnable Tinted Color Non Returnable Tinted Color Non Returnable Tinted Color CAUTION: Ta assure c sistent color, CAUTION: To assure consistent color. CAUTION: To assure consistent color, , always order enough paint to complete always order enough paint to complete always order enough paint to complete the job and intermix all containers the job and intermix ail containers the job and intermix all containers , of the same color before application. of the same color before application: of the same color before application. Mixed colors may,vary slightly from Mixed colors may vary slightly from Mixed colors may vary slightly from color strip or color chip. color strip or color chip. color strip or color chip. I IIIII 1 III I II II II III i I I 1 IIIII II 1111 II II 111111111 xr 11111111111111 I , 0086089-001 0069145-001 rnrnrnrnolmol—mvlm n 30.•0 rlmO I)L Ins-. I.J.I, ^r•MT-a r' z p vcz ox a a E c �'�-{ U m ..f—=f1 --I-0—I VI m o u H mm = IS o.T•..c a M o m -0 amm m= r.o c+oo oa m> --"' G.n P Z u— N 3-f1 o D o • Z O o n o �• In r � �•.--o r-i p — iv� -oa+ ave mm .�.— c rv= 0 +.a a p m-1 N Z Ia —I cm D+e 2;a 3. 0) _-- ti OA— CD a a o y r & --e 0i nn 7 —U N a i n•ac ac oc s z Q ® 0;<a ra.S tO n N tV\ =I ---4I N 1 Ql -n C. .-. O a .oA.w 13- Ir-.--Ir-.---3I IOC a S ^ m em FNz Page Lieigqf 171a n o o r, i a o .s. Iv W a.r—I ©a 3;n0 �� mO 2 mKD t p Product Data Sheet Edition 5.25.2016 MIAMI•DADE COUNTY Sikalastic®745 AL APPROVED Sikalastic® 745 AL Two-component, aliphatic, fast-curing, solvent- free, traffic bearing wear and top coat Description Sikalastic®745AL is a two-component,aliphatic,chemically cured,elastomeric polyurethane coating intended for use as the traffic bearing wear and top coat over polyurethane waterproofing membrane for pedestrian and vehicular traffic bearing applications, and as a protective top coat over polyurethane waterproofing membrane under a separate wearing course such as concrete or asphalt pavement,and tile in a setting bed. Where To Use ■ Multi-story parking garages. ■ Parking decks and ramps. Ell 1 ■ Foot bridges and walkways. ■ Mechanical rooms. � • Stadiums and arena. • Plaza and rooftop decks. `�4J�) ■ Balconies. Advantages • Low odor and fast turnaround. J} • Excellent crack-bridging properties and flexibility,even at low temperatures. . Resistant to water and de-icing salts. 1 • Alkaline resistant. ■ Range of standard colors. Coverage 133 ft2/gal.@ 12 wet mils(12 dry mils); 115 ft2/gal.@ 14 wet mils(14 dry mils);90 ft2/gal.@ 18 wet mils(18 jf dry mils). ,..7 Packaging 17.6 gal.kit-four 5 gal.pails(net 4 gal.each)Part A and four 1 gal.cans(net 0.4 gal.each)Part B. Cure Mechanism Chemical cure. Chemical Resistance Resistant to de-icing salts,and alkaline concrete and cementitious mortars/tile adhesives. ,``..1' ( --5') Typical Data(Material and curing conditions at 75°F(24°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 1 year in original,unopened containers. Storage Conditions Store dry at 40°-95°F(4°-35°C).Condition material to 65°-85°F(18°- 30°C)before using. Color Gray,Charcoal and Tan;custom colors available. • Pot Life 20-30 minutes Total Volume Solids(ASTM D-2697) 100% VOCs(ASTM D-2369-81) 73.6 g/I Tensile Strength(ASTM D-412) 3200+/-300 psi Elongation at Break(ASTM D-412) 450+/-45% Tear Resistance(Die C,ASTM D-624) 300+/-30 pli Hardness(ASTM D-2240) 85+/-5 Shore A UV Resistance and Recovery PASS from Elongation(ASTM C-957) • 0 ® PRIOR TO EACH USE OF ANY SIKA PRODUCT,THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND' 1 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�PCRQD({COT.LABELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE. How to Use Surface Preparation Surface must be clean,dry and sound with an open texture.Remove dust,laitance,grease,curing compounds, bond inhibiting impregnations,waxes,and any other contaminants.All projections,rough spots,etc.should be dressed off to achieve a level surface prior to the application. Sikalastic®720 Waterproofing Base Coat-Coating should be cured and tack free. Existing Coatings-Should be cleaned and mechanically abraded to provide a contaminant free,open textured surface.Solvent wipe as allowed by state and local regulations. Mixing Premix PartA and Part B components using a mechanical mixer(Jiffy)at slow speed to obtain uniform color, making sure to scrape the solids from the bottom and sides of the pail.Pour part B into Part A slowly and while mixing scrape the side of the container,Mix the combined material thoroughly until a homogenous mixture and uniform color is obtained(typically 3 minutes).Use care not to allow the entrapment of air into the mixture. Application Apply at the recommended coverage rate (see appropriate System Guide) using a notched squeegee or trowel, and backroll using a phenolic resin core roller.Apply aggregate evenly distributed at the appropriate rate immediately into wet coating and backroll if required(see appropriate System Guide).Allow coating to cure a minimum of 3-4 hours at 70°F and 50%RH or until tack fee between coats.Allow coating to cure for a minimum of 36 hours before opening to vehicular traffic or installing separate wear course. Aggregate:Use clean,rounded or semi-angular oven dried quartz sand with a size gradation of 16-30 mesh or 12-20 mesh for vehicular traffic and 20-40 mesh for pedestrian traffic,and a minimum hardness of 6.5 per the Moh's scale.It should be supplied in pre-packaged bags and free of metallic or other impurities.Seeding of aggregate means an even, light broadcast short of refusal.A full broadcast of aggregate means a heavy application to refusal.Any loose aggregate must be removed prior to recoating. Backroll aggregate where C indicated. Removal Remove liquid coating immediately with dry cloth.Once cured,coating can only be removed by mechanical 01---i means. t, Limitations • To avoid dew point conditions during application,relative humidity must be no more than 95%and substrate temperature must be at least 5°F(3°C)above measured dew point temperatures. • Maximum moisture content of substrate:4%by weight with Sikalastic®FTP primer,and 6%by weight with I Sikalastic®1610 primer. ` )g • Minimum ambient and substrate temperature during application and curing of material is 40°F (4°C); J maximum is 90°F(32°C). Frequent monitoring of ambient and substrate temperature should always be done when applying polyurethane coatings. Note that low temperatures and low humidity will slow down the cure,and high temperatures and high humidity will accelerate it. t-1---,F) ■ Do not store materials outdoors exposed to sunlight for prolonged periods. /�, • Do not thin with solvents. (I JO J ■ Use properly graded,oven dried aggregates only. ■ Minimum age of concrete must be 21-28 days,depending on curing and drying conditions. • Any repairs required to achieve a level surface must be performed prior to application (consult a Sika representative for guidance on various Sika product solutions).Surface irregularities may reflect though the cured system. co---) • Do not apply to a porous or damp surface where moisture vapor transmission will occur during application and cure. (1?___5), • Substrate must be dry prior to application.Do not apply to a frosted,wet or damp surface.Do not proceed if rain is imminent within 8-12 hours of application.Allow sufficient time for the substrate to dry after rain or inclement weather as there is the potential for bonding problems. in When applying over existing coatings compatibility and adhesion testing is recommended. ■ Opening to traffic or installation of separate wearing course prior to final cure may result in loss of aggregate, or permanent staining and subsequent premature failure. in Vehicle fluids and some high performance tires can stain the coating. Fluid spills should be removed promptly as the coating can in some cases be damaged from prolonged exposure. • On grade, lightweight concrete,asphalt pavement,and applications where chained or studded tires may be used should not be coated with Sikalastic®traffic systems. • Unvented metal pan decks or decks containing between-slab membranes require further technical evalu- ation and priming with a moisture-blocking primer-contact Sika regarding recommendations. • Waterproofing applications under overburden,including concrete pavement,asphalt pavement,and tile in a cementitious setting bed,require further technical evaluation-contact Sika regarding recommendations. • Do not subject to continuous immersion. • Base coat must be kept clean and recoated within 24 hours for two-component base coat,and 72 hours for single component base coat.If this window is exceeded,contact Sika for recommendations. • Mockups to verify application methods and substrate conditions as well as desired skid resistance and aesthetics are highly recommended. c, t3 ® i'RIOR 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- , J. t 41.Mk 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,gPCRORUCOLLd.8EI,AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. - 6 9 lei . t j'. , r.„:____, .. - . ,..4_,_., __ , , ._ .. _ , . 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. o ® Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE 11 Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicana S.A.de C.V. asl - 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 1i� e (43 Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera - Phone:800-933-7452 Quebec H9R 4A9 Corregidora,Queretaro 7 rseoasrp-Lcaae' 112."°1Fax:201-933-6225 Pa�k 5�1�699 C.P.76920 •x: I - ,c 4'65M-2 Phone:52 442 2385800 Fax:52 442 2250537 i Ska and Sikagard are registered trademarks. Printed in Canada. BUILDING TRUST PRODUCT DATASHEET ET Si kag -62 Protective coating with moderate chemical resistance PRODUCT Sikagard®-62 is a two-component, solvent-free, high build coloured DESCRIPTION protective coating based on epoxy resins. It produces a damp-proofing and vapour-proofing system. Cured Sikagard®-62 provides a hard, glossy coat with high resistance to abrasion and chemical attack. USES • As an abrasion-resistant universal coating material designed for normal to moderately aggressive chemical environments. Sikagard®- 62 is suitable for use on concrete stone, cementitious mortars and screed, epoxy cements (EpoCem), asbestos cement, epoxy mortars, iron and steel • As anti-corrosion coating in food-processing plants, sewage works, farms and agricultural enterprises, chemical and pharmaceutical plants,beverage industries and bottling plants. • Also used as part of glass fibre-reinforcement self-supporting linings with crack-bridging properties on bund areas and storage tanks. CHARACTERISTICS/ADVANTAGES • Solvent free • Excellent chemical resistance • High abrasion resistance • Protective and decorative • Vapour proof • Cures without shrinkage • Safe to use in contact with foodstuff and potable water • Excellent adhesion to most building materials • Can be applied by brush and roller or airless spray • Forms a smooth,even coating •, Protective lining Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 503 of 1751 1/9 TESTS APPROVAL/STANDARDS ■ approved to British Standards for Contact with Potable Water by WRAS. PRODUCT DATA FORM COLOURS Light grey,light green and white.Other colour shades on request. Under sun radiation it may come to discolouration and colour deviation; this has no influence to the function of the coating. PACKAGING Part A: 3.75 kg containers Part B: 1.25 kg containers Part A+B: 5.0 kg ready to mix units STORAGE STORAGE CONDITIONS/SHELF-LIFE 24 months from date of production if stored properly in undamaged and unopened original sealed packaging in cool dry conditions. Protect from direct sunlight and frost. TECHNICAL DATA CHEMICAL BASE Epoxy resin DENSITY Mixed resin :approx. 1.35 kg/litre(20°C,50%rh) VISCOSITY Comp.A:thixotropic Comp. B:approx. 1150 mPas(20°C,50%rh) VOC DATA VOC content (ready to use) not exceeding 200gm/litre [ Type of regulate paint under the Air Pollution Control(volatile organic compounds). Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 s o Page 504 of 1751 2/9 BUILDING TRUST MECHANICAL/ TEMPERATURE RESISTANCE(WITHOUT CHEMICAL OR MECHANICAL PHYSICAL PROPERTIES ACTION) Permanent maximum:dry 70°C wet 60°C THERMAL EXPANSION COEFFICIENT Approx.,7.5 x 10-5[a=Wm/°C](temperature range:-20°C to+40°C) COEFFICIENT OF THERMAL EXPANSION(-10°C to+40°C) Approx.7.5 x 10 5mm/m/°C WATER VAPOUR DIFFUSION COEFFCIENT(012O) Approx. 100,000 MECHANICAL STRENGTHS(7 days) Tensile Strength approx.25MPa Compressive strength approx.50MPa Flexural tensile strength : approx.50MPa E-modulus(dynamic) approx.30-40.102MPa ADHESIVE STRENGTH (According to DIN 53232) Substrate: Dry Concrete: approx.3.4 MPa Steel(sandblasted) : approx.25 MPa Minimum thickness of coating for effective anti-corrosion protection: 0.6 mm dft (at least 2 coats, on mineral substrates no pinholes of air bubbles). ELONGATION AT BREAK Approx.2.7% ABRASION(TABER ABRADER)(7 days) (According to ASTM D-1044) Weight loss,1,000 cycles (H-22 wheel,1,000 gm weight)0.61gm Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 505 of 1751 fika 0 3/9 BUILDING TRUST CHEMICAL RESISTANCE Test 1 7 30 60 180 360 Test Medium Temp C° day days days days days days Acetone 20°C A C - - - - Acrylonitrile 20°C A A A A A A Acetic ester(concentrated) 20°C A B C - - - Acetic ester 20% 20°C A A A A AD C 40°C A A A AD C - Ammoniac 10% 20°C A A A A A A 40°C A A A A A AD Caustic soda 30%(NaOH) 20°C A A A A A A 40°C A A A A A A Cement water(saturated) 20°C A A A A A AD (Ca(OH)2) 40°C A A A A A BD Citric acid 20% 20°C A A A A AD AD 40°C A A A AD AD AD Detergents 20°C A A A A A A 40°C A A A A AD AD Distilled water 20°C A A A A A A 40°C A A A A A AD 60°C A A A BD BD BD Ethanol 20°C A A A B C - 40°C A B C - - - Ethanol/water 60:40 20°C A A A . A A A Formic acid 10% 20°C A A A A A B Fuel oil(EMPA) 20°C A A A A A A 40°C A A A A A A 60°C A A A A A A Hydraulic fluids 20°C A A A A A A (e.g."Arcosafe","Skydrol" 40°C A A A A B C Hydrochloric acid 20°C A AD AD AD AD AD (saturated)(HCI) 40°C AD AD AD BD C - Hydrogen peroxide 5% 20°C A A A A B B (H202) Iron-Ill-chloride solution 20°C A A AD AD AD AD (Fe C13)35% 40°C A A AD AD AD AD Iron-Il-sulphate solution 20°C A AD AD AD AD AD (Fe C14)35% 40°C A AD AD AD AD AD Javelle water 14%(Cl2) 20°C A A AD BD BD C Kerosene 20°C A A A A A A 40°C A A A A A A Product Data Sheet Sikagarde-62 Apr.2018,VERSION 7 Page 506 of 1751 IL ® 4/9 BUILDING TRUST Lactic acid 20% 20°C A A A AD BD C 40°C A A AD C - - Liquid silage 20°C A A A AD AD AD ' 40°C A A AD BD BD BD Liquid manure 20°C A A A A A A 40°C A A A AD AD AD Methyl ethyl ketone MEK 20°C A C - - - - Nitric acid 20%(1-1NO3) 20°C AD AD AD C - - 40°C AD AD C - - - Oxalic acid 10%(H2C204) 20°C A A AD AD BD C 40°C AD AD BD C - - Potassium permanganat 20°C A A B C - - 10%(KMn04) Phosphoric acid 40% 20°C A AD AD BD BD C (H3PO4) 40°C AD AD BD C - - Red/white Wine 20°C A A A A A A Sodium chloride solution 20°C A A A A A A (saturated)(NaCl) 40°C A A A A A A Soda solution(saturated) 20°C A A A A A A (NA2CO3) 40°C A A A A A A Sulphuric acid 50%(H2SO4) 20°C AD AD AD AD AD AD 40°C AD AD AD AD AD AD Sulphurous acid 5%(H2S03) 20°C A A AD AD AD BD 40°C A AD AD AD AD BD Styrene 20°C A A A A A B Tataric acid 20% 20°C A A A A A A Toluene 20°C A A B B B B 40°C A A B B B C Trichloroethylene 20°C A B C - - - Water 20°C A A A A A A 40°C A A A A A A 60°C A A A B B B For information about resistance to other media, please contact our Technical Services Department. A=resistance to prolonged contact, B=temporarily resistant,C=break down of coating, D= resistant,but discoloration of coating. Product Data Sheet Sikagarde-62 Apr.2018,VERSION 7 fik.,a Page 507 of 1751 5/9 BUILDING TRUST SYSTEM INFORMATION APPLICATION DETAILS SYSTEM STRUCTURES Roller coating: Primer: 1 x Sikagard-62 Coating: 2-3 x Sikagard-62 Glass fabric reinforced system: Primer: 1 x Sikagard-62 Coating: 1 x Sikagard-62 imbedding of glass fabric 2-3 x Sikagard-62 CONSUMPTION/COVERAGE Coating System Product Consumption Roller coating Priming Sikagard-62 0.3—0.5 kg/m' Roller coating Sikagard-62 0.4-1.0 kg/m2,per coat, depending on substrate condition and coating thickness required Glass fabric reinforced system Primimg Sikagard-62 0.3—0.5 kg/m' 1t coat Sikagard-62 0.8—1.0 kg/m2 Imbedding Glass fabric Approx.0.3 kg/m' 2"d coat Sikagard-62 0.5-0.8 kg/m' 3rd coat Sikagard-62 0.3—0.5 kg/m' Note: For a theoretical dry film thickness of 100 microns (0.1 mm) approx. 0.14 kg/m2. These figures are theoretical and do not include for any additional material required due to surface porosity, surface profile, variations in level or wastage etc. SURFACE PREPARATION The concrete substrate must be sound and of sufficient compressive strength (minimum 25 MPa) with a minimum pull off strength of 1.5 MPa. The substrate must be clean, dry and free from oil, grease, loose and friable particles. Very smooth surfaces, insufficient layers and oily contaminations must be removed mechanically (e.g. by blast cleaning or grinding). Then thoroughly cleaned to remove all dust. A sealer/levelling coat of Sikagard®- 720 EpoCem or Sikafloor®-81/82 EpoCem should then be applied, after first making good any major surface defects. Steel and iron surfaces must be sandblasted (SA 2%z). Cementitious materials other than EpoCem should be at least 4 weeks old. SUBSTRATE MOISTURE CONTENT 5.4%moisture content.Test method:Sika®-Tramex or CM. No rising moisture according to ASTM(Polyethylene-sheet) Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 r 4 0 Page 508 of 1751 cif kr, 6/9 BUILDING TRUST PREPARATION OF MATERIAL Both components are packed separately. Prior to mixing, stir Part A mechanically and add entire contents to Component A, using a paintbrush or spatula to scrape out residue. Mix thoroughly with an electric stirrer at low speed ("300 rpm),taking care to entrain as little air as possible. Leave mixture to stand for approximately 3 minutes before applying. APPLICATION INSTRUCTIONS APPLICATION METHOD/TOOLS Sikagard®-62 may be applied with a paintbrush, nylon roller, spatula or airless spray equipment. SUBSTRATE TEMPERATURE +8°C min(but at least 3°C above the dew point) +30°C max. AMBIENT TEMPERATURE +8°C min(but at least 3°C above the dew point) +30°C max. RELATIVE AIR HUMIDITY 85%r.h.max.(incl.over night). Beware of condensation I POTLIFE Max.open times Temperatures Time +5°C ^'90 minutes +10°C ^30 minutes +20°C '-20 minutes +30°C —10 minutes WAITING TIME/OVERCOATING Before applying Sikagard°-62-on Sikagard°-62 allow: Substrate temperature Minimum Maximum +10°C 30 hours 3 days +20°C 10 hours 2 days +30°C 6 hours 1 day Times are approximate and will be affected by changing ambient conditions particularly temperature and relative humidity. Waiting time between coats should not exceed 48 hours. Otherwise surface must be ground before recoating. Product Data Sheet Sikagard°-62 Apr.2018,VERSION 7 fik,3 Page 509 of 1751 7/9 BUILDING TRUST CURING TIME Temperature Foot Traffic Light Traffic Full cure +10°C. ^'2 days "'5 days ^'14 days +20°C. ^'1 days ^'4 days ^'10 days +30°C. —18 hours ^'2 days ^'5 days Note: Times are approximate and will be affected by changing ambient conditions. CLEANING OF TOOLS Clean all tools and equipment immediately after use with Thinner C. Once hardened,the material can only be removed mechanically. NOTES ON APPLICATION/ Products in a liquid or uncured state may contaminate groundwater and LIMITATIONS should be prevented from entering drains of water courses. Empty containers may contain hazardous residues. Product remnants should be removed and disposed of in accordance with local regulations. Do not apply Sikagard°-62 to cementitious mortars that are modified with acrylic, acrylic co-polymer, EVA OR PVA polymer (e.g. SikaTops) because under certain environmental conditions hardened mortar or render may swell slightly and crack the rigid epoxy coating. VALUE BASE All technical data stated in this Product Data Sheet are based on laboratory tests. Actual measured data may vary due to circumstances beyond our control. LOCAL RESTRICTIONS Please note that as a result of specific local regulations the performance of this product may vary from country to country. Please consult the local Product Data Sheet for the exact description of the application fields. Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 510 of 1751 ` ` 8/9 BUILDING TRUST HEALTH AND SAFETY For information and advice on the safe handling, storage and disposal of INFORMATION chemical products, users shall refer to the most recent Material Safety Data Sheet containing physical, ecological, toxicological and other safety-related data. LEGAL NOTES The information,and,in particular,the recommendations relating to the application and end- use of Sika products,are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. In practice,the differences in materials,substrates and actual site conditions are such that no warranty in respect of merchantability or of fitness for a particular purpose,nor any liability arising out of any legal relationship whatsoever,can be inferred either from this information,or from any written recommendations,or from any other advice offered. The user of the product must test the product's suitability for the intended application and purpose.Sika reserves the right to change the properties of its products.The proprietary rights of third parties must be observed. All orders are accepted subject to our current terms of sale and delivery.Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned,copies of which will be supplied on request.It may be necessary to adapt the above disclaimer to specific local laws and regulations. Any changes to this disclaimer may only be implemented with permission of Sika®Corporate Legal in Haar. FOR MORE PRODUCT NAME® INFORMATION: 0' El 0 44. 8 O 0 SGg .crSG5_ SIKA HONGKONG LTD Contact Details 1507-12,15/F,Block A, Phone:+852 2686 8108 New Trade Plaza, Fax:+852 2645 3671 6 On Ping Street, Mail:marketing@hk.sika.com Shatin,N.T.Hong Kong www.sika.com.hk Product Data Sheet Sikagard®-62 Apr.2018,VERSION 7 Page 511 of 1751F 9/9 BUILDING TRUST BONANZA PAINTING LLC Harbour Construction 8980 SW 21"Street attn: Guy Lesseur Miami,FL 33165 (305) 603-9944 (786)712-6212 7340 SW 48 St #102, • Miami, FL 33155 .. �. ,. •rn�A.«,. ogini � _ �'�'.�:60-N'Y6S k14'" .. � �.�'.� � § S� 9a �.� ef4e 400 West 42"d St- Miami Beach Parking Garage 5/24/2018 :WiVicINFINPOIC".67°1631 :krOgragikilkF, 1114rwecatti,'7(4.-Wk•a.‘cA tRI.,IPA*Ata;-et*. 414 Pressure wash top floor concrete deck Remove traffic and parking striping Remove existing sealant from top floor expansion joint areas. Top Deck Install the Sikaflex SL polyurethane sealant system and new backer rod to expansion joint areas. 182,350 Install Sikalastic 720/745 polyurethane coating system to concrete ' deck. Pressure wash top floor concrete deck Remove traffic and parking striping Remove existing sealant from top floor expansion joint areas. West Install the Sikaflex SL polyurethane sealant system and new backer 14,220 Stairway rod to expansion joint areas. Install Sikalastic 720/745 polyurethane coating system to concrete deck. Labor and Material is included. 7 Year labor and material warranty Contract Amount Previously Paid Total $196,570 Page 512 of 1751 The O.J. Painting & Waterproofing Company 8571 SW 27th Ter,Miami,FL 33155 1(305)934-30741 OJPainting@bellsouth.net 1 99BS00197 PROPOSAL Name Harbour Construction Date 5/16/2018 Address 7340 SW 48th St, Suite 102, Job 400 W 32nd St Parking Garage Miami, FL 33155 Name Deck Phone (305) 603-9944 Trade Waterproofing Fax (305) 603-9437 Contact We hereby submit specifications and estimates for: waterproofing of concrete deck. The job will be in accordance to the specifications given, and will consist of the following: • Remove existing sealants at expansion joints. • Apply new Sikaflex SL(with backer rod)to expansion joints. • Apply the Sikalastic 720/45 polyurethane coating system to deck surface. • Note: Excludes re-striping of parking spots and traffic markings. • Top Deck: (Sikalastic 720/745) • Area: 25,000 Sq. Ft. ($6.75/Sq Ft) • Price: $168,750.00 • West Stairway: (Sikagard 62) • Area: 1,920 Sq. Ft. ($6.75/Sq Ft) • Price: $12,960.00 Note: Exterior painting work comes with a 7 year warranty. We hereby propose to furnish labor and materials- complete in accordance with the above specifications, for the sums specified above. Payments are to be made in draws as the job is completed. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above: Signature Date Page 513 of 1751