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RC-19-420r D(,..r-lo—IS-3153 bSamo.�� LL,z<so.ao or Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 03/15/2019 Location Address Parcel Number 1460 NE 101ST ST, Miami Shores, FL 33138 11320SO240050 Contacts Permit NO.: RC-02-19-420 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 09/11/2019 STEVEN GUSTAFSON Owner SNAPP INDUSTRIES INC Contractor 1460 NE 101 ST, MIAMI SHORES, FL 33138 JASON SNAPP Home: 6126367757 2902 NW 22 ST, MIAMI, FL 33142 Business: 3056350687 Description: GRADE BEAM & JOIST REPAIR UNDERSIDE OF HOUSE Based on the value of work for building related permits obtained within the last 12 month and the value for this project this project does not constitutes a substantial improvement. Building Value per property appraiser $368,483.00 Project value for permit 18-3183= $1200.00 value for this project $65000.00 or 17.97% of building value. Fees Amount Application Fee - Other $50.00 CCF $39.00 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $29.25 DCA Fee $19.50 Education Surcharge $13.00 Permit Fee $1,900.00 Scanning Fee $12.00 Structural Review ($90) $90.00 Technology Fee $48.75 Total: $2,251.50 Building Department Copy Valuation: $ 65,000.00 Inspection Requests: 305-762-4949 TotalSq Feet: 454.00 Payments Date Paid Amt Paid Total Fees $2,251.50 Check # 159 03/15/2019 $2,201.50 Check # 158 02/25/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurst and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above namedtic ntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date March 15, 2019 Page 2 of 2 Miami Shores Village Building Department ]FEB 2 5 20 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: b'� �` " Tel: (305) 795-2204 Fax (305) 75"972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 h FBC 201-7 BUILDING Master Permit NO. 1 .%02 19 - zo PERMIT APPLICATION Sub Permit NO10 . BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION [:]SHOP f-� CONTRACTOR DRAWINGS JOB ADDRESS: v • �� 1 City Miami Shores County Miami Dade Folio/ParceW. �� as 2 4 —00,'D H the Building Historkagy De*nated: Yes NO v Occupancy Type: _�3 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �V C � C�/.� Phone# �.� - (03 i0 ' % S % Address• %4-&-O /�c �� o% �: /i� .� /.A_a ��ti-�`--� State:. Zip: Tenant/Lessee Name: Phone#' Email: CONTRACTnR: Company Names�%i0 Phone#:, Address: Q62 ✓�GcJ �Q��e% �= 2 City: A/� i�-� �,^ State: / Zip: 3Jl 2 y+/� Qualifier Name: ooc/ �/.� Phone#-3: L�T �o State Certification or � Registration #C Certificate of Competericy #: DESIGNER: Architect/Engineer. Ub h/1% ( Ct g C �' Ptwnell- �- 336 _ Z I''5( Address: - Q -5 %3 / e�. Cpty: iG��L 1 State: rip23: �� Value of Work for this Permit: $ �� Square/Linear Footage of Work Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ CCF $, DBPR $ CO/CC $ Notary $ Double Fee $ Structural Reviews $ Bond $ n TOTAL FEE NOW DUE $ 2ZG I '5-D It Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address ZP City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $25W, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be pasted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature rgnature OWNER or AGENT (Miillrhm The foregoing instrument was acknowledged before me this L- day of r45 20 19 , by ii l who is personally known to me or who has produced _L-. as identification and who did take an oath. NOTARY The foregoing instrument was acknowledged before me this day of 56IKi vla �icGn , wh is personally known to Ge or who has produced as identification and who did take an oath. NOTARY DONNAJ. EGAN� Print: Print: c� EXPIRES: February 22, 2020 * r COMMISSION # FF 949075 Seal: 'TFOF FjOo Banded TMu Budget Notary Servim dal' EXPIRES: February 22, 2020 ' of F�oQ�o Balled T?n BWgd Nolery g,*w fffif!lfffflfitftflfiltf#f!! !t !tt! i#llffsisssiss#sit##s###f#ffiff####f#f!f!s!s#itississssssssiisis#fif#!ff APPROVED BY I J IIJI/^r Plans Examiner Zoning ti Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFI'E OF THE PRUPERTY P RAISER Summary Report Property Information Folio: 11-3205-024-0050 Property Address: 1460 NE 101 ST Miami Shores, FL 33138-2613 Owner STEPHEN F GUSTAFSON DEBRA J WRIGHT Mailing Address 1460 NE 101 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1600 SGL FAMILY - 3501-4000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,413 Sq.Ft Living Area 2,435 Sq.Ft Adjusted Area 2,868 Sq.Ft Lot Size 12,351.6 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $1,495,717 $1,574,315 $1,574,315 Building Value $368,483 $325,685 $308,070 XF Value $0 $0 $20,982 Market Value $1,864,200 $1,900,000 $1,903,367 Assessed Value $1,864,200 $1,900,000 $1,903,367 Benefits Information Benefit 'Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 9 BLK 1 LOT SIZE 102.930 X 120 OR 14213-353 0789 4 Generated On : 2/25/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $1,864,200 $1'900,000 $1,903,367 School Board Exemption Value $0 $0 $0 Taxable Value 1 $1,864,200 $1,900,000 $1,903,367 City Exemption Value $0 $0 $0 Taxable Value 1 $1,864,200 $1,900,000 $1,903,367 Regional Exemption Value $0 $0 $0 Taxable Value $1,864,200 $1,900,000 $1,903,367 Sales Information Previous OR Book - Price Qualification Description Sale Page 10/31/2018 $2,781,400 31209-1500 Qual by exam of deed 12/22/2016 $3,550,000 30363-3763 Affiliated parties 03/06/2015 $2,220,000 29528-2473 Qual by exam of deed Trustees in bankruptcy, executors or 03/20/2009 $100 26822-0149 guardians The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www.miamidade.gov/propertysearch/ 2/25/2019 JOHN H. BUSCHER, P.E. STRUCTURAL • CIVIL CONSTRUCTION MANAGEMENT February 19, 2019 Miami Shores Village Building Department 10050 NE 2"a Avenue Miami Shores FL 33138 Re: Gustafson Residence 1460 NE 101" Street, Miami Shores FL Concrete Restoration and Repair of Observed Underside (Crawl Space) Concrete Spalling and Associated Corrosion of Steel Reinforcing Bars. Building Official I, John H. Buscher, P.E. have prepared the repair plans and specifications to correct the structural deficiencies for the above referenced property. The structural repairs are less than 25% of the replacement value of the building. Please be advised that the work as described will not reduce the structural strength of the stability of the structure, or any individual member thereof, as per F,BC 2017 6`h Edition Section 606.2.1. Structural damap-e is less than substantial as defined iin Section 202 of the FBC 2017 61' Edition building code and, if repaired as described, will be restored to its pre -damaged condition. If you have any questions or required additional information, please do not hesitate to contact my office. Sincerely, koi-� H. Busc er, .E. 2 ` FL PE #41844 b 4404 S.W. 139TH COURT, MIAMI FLORIDA 33175 TEL. 305-554,9170 EMAIL JBUSCHER@BELLSOUTH.NET RE -Miami Shores Village r'g Building Department 10050 NE 2nd Ave. "cow n�o Miami Shores, FL 33138 306-796-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained bygo'c-- a�wj to perform special inspector services under the Florida Building Code 5t^ Edition (2014) and Miami D de Co my Administrative Code at the �a'��' project on the below listed structure as of %J (date). I am a registered arch itect/professional engineer licensed in the tate of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) — Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for .••• — Trusses > 35 ft. long or 6 ft. high '.... • — Steel Framing and Connections welded or bolted — Soil Compaction • • • : • • • Precast Attachments • — Roofing Applications, Lt. Weight. Insul. Conc. • • • • • • • • X Other d oy c +'ee': >" �Zp�T��i}TJQJ I REPl/-411 • • . • • • • . Note: Only the marked boxes apply. ;...;. The following individual(s) employed by this firm or the is authorized representative to parfoo. • inspec on* ��ff .". Q .... 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. n and Sealed 2 ate: 7 En_ aineeer/Architect JOHN H. BLISCHER, ?,E. Name Consulting Engineer Print PE # 41844 (Structural) Address Adnd SW 139th Court Miami, FL 33175 Tel. (305) 554-9170 0 .... ' MATERIALS •••.:. 000:0 0 A. REPAIR MORTAR/PATCHING MATERIAL .... :'• '. .....• . 00 go ..... 1. SIKAREPAIR 222 - 1 COMPONENT PATCHING MATERIAL FOR HORIZONTAL REPAIRS . • �.. • • • • • •" ENCLOSED PRODUCT DATA SHEET AND SPECIFICATIONS FOR USE. " . •.. •. 2. SIKAREPAIR 223 -1 COMPONENT PATCHING MATERIAL FOR OVERHEAD OR VERTICAL REPAIRS; • •, ENCLOSED PRODUCT DATA SHEET AND SPECIFICATIONS FOR USE. , : •..:. • • •• • • 00 B. CRACK REPAIR ADHESIVE •••• 1. SIKADUR 52 - 2 COMPONENT MOISTURE TOLERANT EPDXY ADHESIVE FOR GRAVITY -FEED CRACK REPAIR. ENCLOSED PRODUCT DATA SHEET AND SPECIFICATIONS FOR USE. C. REBAR COATING/ CORROSION INHIBITOR AND CONCRETE BONDING AGENT 1. EMACO P22 - 2 - COMPONENT POLYMER MODIFIED CEMENTITIOUS REBAR COATING. ENCLOSED PRODUCT DATA SHEET. 2. EMACO P24 - WATER BASED EPDXY-CEMENTITIOUS BONDING AGENT AND REBAR COATING. ENCLOSED PRODUCT DATA SHEET. 3. SIKA PRODUCTS ARMATEC 110 - CORROSION INHIBITOR Product Data Edition 8.15.2014 SikaRepair� 222 a P E. SikaRepair° 222 One -component, early strength gaining, cementitious patching material Description SikaRepair" 222 is a one -component, early strength gaining, cementitious, patching material for horizontal repair of concrete. Where to Use ■ On grade, above and below grade on concrete and mortar. ■ As a repair material for spalled horizontal concrete surfaces, walkways, ramps, steps, etc. Advantages ■ Easy -to -use; just add water. ■ Not a vapor barrier. ■ Suitable for exterior and interior applications. ■ Not flammable. • • • • ■ Easily applied to clean, sound substrate. • • • • •.. • . • • • • • ■ High early strengths. • • • •. • • • Coverage Approximately 0.42 cu. ft. Approximately 0.62 cu. ft. (222+32 lbs. of SH%O pea gravel). .. • Packaging 50 lb. multi -wall bag. SikaLatex R - 1 gal. plastic jug; 4/carton, 5 gzl.•Itafl3 • . • • •rs7 .•----rr.•.. :.:Goo Typical Data (Material and curing conditions @ 73eF (e2?rC aged 50% R. �)* • • RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING IAPOA G METHODS WDf.0UIPMEA'. • • • TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURINS CONDITIONS. . • • • • • ••.... • • Shelf life One year in original, unopened bag:. • • • Storage Conditions Store dry at 40°-95°F (4°-35°C). Cpnditiq) material "0.75°F ' • • • • • • before using. • • • • • Color Concrete gray • . . ' • Mixing Ratio gallon to gallon of liquid per 50 lb. bag Application Time Approximately 30 minutes Finishing Time 50-120 minutes Note: All times start after adding Component 'B' to Component 'A and are highly affected by temperature, relative humidity, substrate temperature, wind, sun, and other jobsite conditions. Compressive Strength (ASTM C109) With undiluted Latex R 1 day >2,000 psi (12.4 MPa) 2,300 psi (15.9 MPa) 7 days 4,000 psi (27.6 MPa) 4,500 psi (31.0 MPa) 28 days 5,000 psi (34.5 MPa) 5,500 psi Flexural Strength (ASTM C293) I 28 days 750 psi (5.2 MPa) 1,200 psi (8.2 MPa) Splitting Tensile Strength (ASTM C496) 28 days 450 psi (3.1 MPa) 700 psi (4.8 MPa) Bond Strength *(ASTM C882 modified) 28 days 2,000 psi (13.8 MPa) 2,000 psi (13.8 MPa) • Mortar sorubbed into substrate. IRIOR TO EACH USE OF ANY SI" PRODUCT. THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS NSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATE 'HEET WHICH ARE AVAILABLE ONLINE AT HTTP:IIUSA.SIKA.COMI OR BY CALLING SIKA'S TECHNICAL SERVICE DE 'ARTMENT AT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATIOP 'O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR ZENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. A50 t How to Use Surface Preparation Surface Preparation Remove all deteriorated concrete, dirt, oil grease and all bond inhibiting materials from surface. Preparation work should be done by high pressure water blast, scabbier. or other ap- propriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile 1 of ±1/8 inch. (CSP-6). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water during application. Priming For priming of reinforcing steel use Sika�Armatec-l110 EpoCem (consult Technical Data Sheet). Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika* ArmateO 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaRepair� 222 can be applied prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Mixing With water: Wet down all tools and mixer to be used. Add approximately 3/4 gallon of water to mixing vessel. Slowly add 1 bag of SikaRepairt' 222 while continuing to mix. Mechanically mix with a low - speed drill (400-600 rpm) and Sika paddle or in an appropriate size mortar mixer. Add an additional 1/8 gallon of water if needed. With Latex R: Pour 3/4 gallon of SikaLatex" R into the mixing container. Slowly add powder, mix and adjust as above. With diluted Latex R: Sikal_atelr R may be diluted up to 5:1 (water: Sika Latex R) for projects requir- ing minimal polymer -modification. Pour 3/4 gallon of the mixture into the mixing cont*moreSlowly add powder, mix and adjust as above. SikaRepairs 222 Concrete: For apprcatioss greaterWaq i dich depth, • add a 3/8 inch coarse aggregate. Aggregate must be non -reactive (reiargnc� ASTI',�C�126Q, C227 ant e • C289), clean, well -graded, saturated surface dry (SSD), have low.V;Qrpjion ands high density, and •• comply with ASTM C33 size number 8 per Table 2. Addition rate must no#exceed 31lbs.'d4 aggreg&teh • • • bag of SikaRepair' 222 (32 lbs. of 3/8 in. aggregate is approximately ItM 3.0 gal. by -loose VOlt.lme • of aggregate). Water may be varied to achieve the desired consistgAcy!DQ not oveiewater. ;' • • • Application The prepared mortar must be scrubbed into the substrate, filling ?JI"ojggs and voids. force mat2rfl against edge of repair, working toward center. After filling repair, conSelidate, then str*%AIIow rrier• is • • • tar to set to desired stiffness, then finish. Mixing, placing and finishing s'tfould not e9toeede45 minytes is • • maximum. • • • •. e —•—. --, • Tooling 8 Finishing Curing As perACI recommendations for portland cement concrete curing is requilacje 4ist cure"t►I• • • wet burlap and polyethylene, a fine mist of water or a water based,; conlpayble curlhg compound. Cur- ing compounds adversely affect the adhesion of following lifts of m8itar, leveling enortes or prote:IA. • • coatings. Moist curing should commence immediately after finishing. Protect fresjT�,441ied mortar • from direct sunlight, wind, rain and frost. Limitations ■ Application thickness: (with water and diluted Latex R) Min. Max. inches one lift Neat 1/4 inch (6 mm) 1 inch (25 mm) Extended 1 inch (25 mm) 4 inches (100 mm) ■ Application thickness: (with undiluted Latex R) Min. Max. inches one lift Neat 1/8 in (3 mm) 1 inch (25 mm) Extended 1 inch (25 mm) 4 inches (100 mm) ■ Minimum ambient and surface temperatures 45°F (7°C) and rising at time of application. ■ Addition of coarse aggregates may result in variations of the physical properties of the mortar. ■ Use only potable water. ■ Not intended for use as an overlay material. 11 As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as SikadurO Hi -Mod 32. ; 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 MEET 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 O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR- RENT PRODUCT DATA SHEET, PRODUCT LABELAND 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://usa.sika.comf 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 CALLING 201-933-8800. Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE - Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicana S.A. de C.V. 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km. 8.5 9_1 Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera Phone:800-933.7452 Quebec H9R 4A9 Corregidora, Queretaro Fax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax: 514-694-2792 Phone: 52 442 2385800 Sika, Sika Repair, and SikaLale.. are regater d Fax: 52 442 2250537 CaCema ks Pfimed in Canatla A.2 Product Data Sheet Edition 7.14.2014 SikaRepairl 223 Sikaftpaie 223 One component, early strength gaining, cementitious patching material Description SikaRepair'' 223 is a one -component, early strength gaining, cementitious, patching material for vertical and overhead repair of concrete. Where to Use ■ On grade, above, and below grade on concrete and mortar. ■ As a repair material for vertical and overhead concrete surfaces. Advantages ■ Easy -to -use. ■ Suitable for exterior and interior applications. ■ Easily applied to clean, sound substrate. ■ High early strengths. ■ Increased abrasion resistance. ■ Increased freeze/thaw resistance. • • •"" • ■ Not a vapor barrier. • • . • ... .... •. ■ Not flammable. " • • • . • Coverage Approximately 0.41 cu. ft.�' ' • • • • • •: • Packaging SikaRepair 223 - 50 lb. multi -wall bag. SikaLatex R - 1 gal. plastic ji,".3(carton, %gal. p� ils • •.. • • • . '— • Typical Data (Material and curing conditions @ 73°F.q3.'(;).and 50% R.1h�.) "; • • • ••• ••• RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING U"tft4IXIRG METHODS AND 94UIPMENT,• TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDMORfANO CURIN(MISIDIVIONS. • • . Shelf Life One year in original, unopened ba�s.�: `; • •' Storage Conditions Store dry at 40°-95°F (4°-35°C). Crpndition mateiie6W: b°-75-FP • • before using. •��• •• ��•� Color Concrete gray • . . ' • Mixing Ratio gallon to 1 gallon of liquid per 50 lb. bag Application Time Approximately 15 min. after adding powder to Latex or Latex R. Ap- plication time is dependent on temperature and relative humidity. Finishing Time 20 to 60 min after combining powder and liquid: depends on tem- perature, relative humidity, and type of finish desired. Flexural Strength (ASTM C-293) with undiluted Latex R 28 days 850 psi (5.9 MPa) 1,200 psi (8.2 MPa) Splitting Tensile Strength (ASTM C-496) 28 days 550 psi (3.8 MPa) 700 psi (4.8 MPa) Bond Strength * (ASTM C-882 modified) 28 days 1,800 psi (12.4 MPa) 2,000 psi (13.8 MPa) Compressive Strength (ASTM C-109) 1 day >3,500 psi (20.7 MPa) 1 >4,000 psi (22.8 MPa) 7 days 6,000 psi (41.4 MPa) I 6,200 psi (42.8 MPa) 28 days >7,500 psi (48.3 MPa) >8,000 psi (51.7 MPa) 'Mortar scrubbed into substrate PRIOR TO EACH USE OF ANY SIKA PRODUCT. THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS ANE 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. A60 How to Use Surface Preparation Remove all deteriorated concrete, dirt, oil, grease, and a:l bond -inhibiting materials from surface. Be sure repair area is not less than 1/4 inch in depth. Preparation work should be done by scabbler or other appropriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile of t1/8 inch (CSP-6). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water during application. Priming For priming of reinforcing steel use Sika'Armatee 110 EpoCem (consult Technical Data Sheet). Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sikax Armateca 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaRepair9 223 can be applied prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Mixing With water: Wet down all tools and mixer to be used. Add approximately 3/4 gallon of water to mix- ing vessel. Slowly add 1 bag of SikaRepair4' 223 while continuing to mix. Mechanically mix with a low -speed drill (400-600 rpm) and Sika paddle. 1/4 gallon of water may be added to achieve desired consistency. Do not over water. Maintain a mix temperature of 65°-75'F for maximum performance by using hot or cold water as needed. With Latex R: Pour 3/4 gallon of SikaLatex-' R into the mixing container. Slowly add powder while continuing to mix mechanically as above. Add remaining SikaLatex" R (up to 1/4 gallon) to adjust the desired consistency. note: SikaLatex' R must be protected from freezing. If frozen, discard. • • • • • With diluted Latex R: SikaLatex9 R may be diluted up to 5:1 (water:SikaLalee.PlT pr projectglrt' "dng minims4 • • • • polymer -modification. Pour 3/4 gallon of the mixture into the mixing contairfe? Sbttly add,ewder and mix as . • above. Add remaining diluted SikaLatex° R (up to 1/4 galbn) to adjust the�ffid consistency._ • • • • • • • • Application At the time of application, surfaces should be saturated surface M") with no standing wafer. Mortar must be scrubbed into the substrate, filling all pores and voig3 ftf ce mater" against edgy le • • repair, working toward center. After filling repair, consolidate, then sopmecl.1AateriaCmdXaL#applie$in •• multiple lifts. The thickness of each lift not to be less than 12 inchjWgiWW. Wher% multiple lifts are► 00 required score top surface of each lift to produce a roughened surf11q0"f96 text lift. Alloy+ preceding• lift • • to reach final set, 30 minutes minimum before applying fresh material. Saturate sunate of'the lift MRIt ... clean water. Scrub fresh mortar into preceding lift. Allow mortar tocet desired stiffn2ss, then finish • with wood or sponge float for a smooth surface, or texture as required. Fororepairs%reatw than 1 "I& • in depth, the use of SikaRepair 222 extended with coarse aggrEMate, find apprepnaie %rmwojl is • also recommended. . • . • • • • • •. • • Important: Maximum bond is achieved with application of a scrub coat on properly p4a0, saturated • surface dry (SSD) substrate. Tooling & finishing As per ACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based compatible curing compound. Curing compounds adversely affect the adhesion of following lifts of mortar, leveling mortar or protective coat- ings. Moist curing should commence immediately after finishing. Protect freshly applied mortar from direct sunlight, wind, rain and frost. Limitations • Application thickness: (with water and diluted Latex R) Minimum X inch (6 mm). Maximum in one lift 1.5 inch (38 mm). is Application thickness: (with undiluted Latex R) Minimum A inch (3 mm). Maximum in one lift 1.5 inch (38 mm). ■ Minimum ambient and surface temperatures 45°F (7°C) and rising at time of application. ■ Use only potable water. ■ Do not use solvent -based curing compound. ■ As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as SikadurO Hi -Mod 32. 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:IfUSA.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 O 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. Ska and SikaRepam9 are registered trademarks. Printed In Canada. & Product Data Sheet Edition 9.23.2014 Sikadur• 52 ' t Sikadur° 52 Advanced, very -low -viscosity, moisture -tolerant epoxy injection adhesive Description Sikadur• 52 is a 2-component, 100% solids, moisture -tolerant, epoxy adhesive. It is slow -viscosity, high -strength adhesive formulated specifically for grouting both dry and damp cracks. It conforms to the current ASTM C-881, Types I and 11, Grade-1, Class C and AASHTO M-235 specifications. Where To Use ■ Use neat for gravity feed or pressure injection of cracks in structural concrete, masonry, wood, etc. ■ Seal interior slabs and exterior above grade slabs from water, chlorides and mild chemical at- tack and to improve wearability. Advantages ■ Tenacious crack -sealing grout. ■ Convenient easy mix ratio A:B = 2:1 by volume. ■ Advanced low -viscosity structural resin. ■ Unique, high -strength adhesive for 'can't dry' cracks. Coverage 1 gal. yields 231 cu. in. Packaging 3 gallons units. Typical Data and curing conditions @_73'F (23 C) i@ 4 SOY, R.h.). - • .... ; - _(Matediat RESULTS MAY DIFM SAM UPON STATISTICAL VARIATIONS DEPENDING UPON NCiiAETHODOII�D f l�r1PH�iNT • • TEMPEPATURE, APPLICATION METHODS, TEST METHODS, ACTUAL WE flONDIi�l6•WS Ctr lON3 • • • • • • Shelf Life 2 years In original, unopened contaftws:.. Storage Conditions Store dry at 40--95-F (4°-35°C). CorldttIM-1:9 65--7§1F•(1G°-24-C)be- fore using. • • • • • • . • ..... Color Clear, pate yellow. • • : • • : .0 � • � • • • • • •• •• •• • Miring Ratio Component'A: Component'B' = 2:1AY ;citime. •••••• • • Viscosity (Mixed) Approximately 200 cps. • • • . . . . ...... Pot Life Approximately 30 minutes. (60 gran: map) • Tensile Properties (ASTM D-838) • • 0• • • • • 14 day ength Tensile Str • •' • 7,900 psi (54 MPa) Elongation at Break 3.1 % Modulus of Elasticity 2.0 X 105 psi (1,400 MPa) Flexural Properties (ASTM D-790) 14 day Flexural Strength (Modulus of Rupture) 5,400 psi (37.2 MPa) Tangent Modulus of Elasticity in Bending 3.8 X 105 psi (2,620 MPa) Shear Strength (ASTM 0-732) 14 day Shear Strength 4,300 psi (29.6 MPa) Bond Strength (ASTM C-882): Hardened Concrete to Hardened Concrete 2 day (dry cure) Bond Strength 3,000 psi (20.6 MPa) 14 day (moist cure) Bond Strength 2,200 psi (15.1 MPa) Heat Deflection Temperature (ASTM D-848) 14 day 122-F(50-C) (fiber stress loading = 264 psi (1.8 MPa)) Water Absorption (ASTM D-670) 7 day (2 hour bog) 1.5% Compressive Properties (ASTM D-695) Compressive Strength, psi (MPa) 40-P (4-Cp 73-P (23-Cr 90-P (32-C)- 8 hour - - 90 (0.62) 16 hour - 3,000 (20.6) 7,300 (50.3) 1 day - 4,500 (31.0) 8,400 (57.9) 3 day 1,800 (12.4) 10,000 (68.9) 8,700 (60.0) 7 day 6,100 (42.0) 11,300 (77.9) 10,400 (71.7) 14 day 6,800 (46.8) 11,700 (80.6) 10,400 (71.7) 28 day 8,400 (57.9) 12,000 (82.7) 10,400 (71.7) 4 ® [ARTM7ENTAT ', ! iE PRODUCT'S MOST CLi;:l:r YT PRODUCT DATASHEE PRODUCT LABEL AND SAFE"^ ]ATF.. kVAILABLE ONLINE AT HTrP,"1LISA.SIKA.COM/ OR BY CO.L. PJG SIKA'S TECHNICAL SER, ;: I: DE1 t!;3.7452 NOTHING CONTAIN:T IN ANY SIKAMATERIALS R!F1. avES THE USER OF THE OEI.I :;,.,7 o i.J'W THE WARNINGS AND mr ; rnUCTtONS FOR EACH SKA 1:1:fODUCT AS SET FORTH IN 1'I I' CURr11, rn SHEET, PRODUCT LABEL , 1113 SAFETY DATA SHEET PF I ; !i TO PRODUCT USE. C40 y �f How to Use Surface Preparation Ft 1. Compressive Modulus 28 days 3.5 x 105 psi (2,400 MPa) ' Material axed and tested at the lemperalum indicated. Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and contami- nant free, open textured surface by blast cleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blast cleaning or other equivalent mechanical means. Mixing Proportion 1 part Component'B'to 2 parts Component'A by volume into a dean pail. Mix thoroughly for 3 minutes with Sika Paddle on low -speed (400-600 rpm) drill until uniformly blended. Mix only that quantity that can be used within its pot life. Application To gravity feed cracks - Blow vee-notched crack dean with oil -free compressed air. Pour neat Sikaduro 52 into vee-notched crack. Continue placement until cracks are completely filled. Prior to filling, seal underside of slab if cracks reflect through. To pressure inject cracks - Use automated injection equipment or manual method. Set ap- propriate injection ports based on system used. Seal ports and cracks with Sikadur 31, Hi -Mod Gel, or Sikadur* 33. When the epoxy adhesive seal has cured, inject Sikadure 52 with steady pressure. Consult Technical Service for additional information. To seal slabs - Spread neat mixture of Sikadur D 52 over slab using a roller ar"squeegee, working material thoroughly into the substrate to ensure penetration. Pov,rtge should Wuniform.•'Cbb: • interior slabs and above -grade exterior slabs only. • • • • • 0 e e Limitations ■ Minimum substrate and ambient temperature 40°F (4°C). " : " ■ Do not thin. Addition of solvents will prevent proper cure. • • • • • • • ; • • • • ; is Material is a vapor barrier after cure. • • • • • • • • ■ Not for injection of cracks under hydrostatic pressure at the time of application. • • • • : • • • ■ Do not inject cracks greater than 1/4 in. (6 mm) without con9ulting•Technical6erviea. *see* ■ Do not seal exterior slabs on grade. .. • . "" " • . " : .. "... ■ Not an aesthetic product Color may atter due to variations Wigbyrig and/or UV exposure. 00 . . . e 000 ee e. e :*sea: [ARME-,1—.!iT 'i' 44S ON THE PRODUCTS F! 04, CURRENT PRODUCT Da 4 ':aiEET, PRODUCT LABEL A.'1 i SAFETY DAT T I!::HAREAVAILABLE ONLiN1: !: HTTPJ/USA.SIKA.COM! Gil :!!' CALLING SIKA'S TECHidr:, SERVICE DE 800.933.7452 NOTHING CG'. IAINED iN ANY SIKA MATEr:L 0 S RELIEVES THE USEROI-T-!= OBLIGATIO 1.1- } FOLLOW THE WARNING►:; 4.14D INSTRUCTIONS FOR EA G, •! SiKA PRODUCT AS SET FC R -H IN THE CUR G'AJCT DATA SHEET, PRODUCT ..!tBEL AND SAFETY DATA $ P :E PRIOR TO PRODUCT I)_E :: KSEPCONTAMRTKaMYCLOSED.KEEPOUTOFREACHOFCHLDREILNOTFORW E AL CONSUMPT10KFORPIDUSTRtAL.OSEONY.FORPR0 0lULUSEOtLLK For tinrther Information and advice regarding transportation, handing, stomp and disposal of chemical products, wars shoWd refer to the actual Safety Oats Shells eartsining physical eeotogical, tmdeotogical arnd other safety reratsd data Rsad tits currant actual Safety Data Sheet before using the product to ease Of enNrgetney, tx8 CHEMTREC et t-800 424 938t1. trrtarr�atlonal 7D3S27-3897. Prior to each use of any Seta product, the user must always road and follow the warnings and instructions on the products most current Product Data Shut, product label and Safety Data Sheet which are available online at ht Jhrsa 11oe c W or by calling $We Technical Service Depart- ment at 800433.745Z Nothing contained In any S8a materials relieves the user ofthe obligation to read and follow the warnings and Instruction for each Slka product as ell forth In the anent Product Data Sheet, product label and Safety Data Sheet prior to product use. SIM warrants this product for ona year from data of Installation to be tree from manufacturing defects and to meet the technical properties on the current Product Deb Sheet If used as directed within shelf pier User dete n i nes su t b ty of product for intended use and assrunes all risks Buyer's sole remedy shall be iknitsd to ttte purchase price a reptaaater+t dproduet axeiusive of iabororeostof tabor NO OTHER WARRAIiTiES ExPRES3 OR IMPLIED SHALL APPLY iNCLlii>BrG ANY YVARRANTY OF 131ERCfiANTA3iLRY OR FfTlIESS FOR A PARTICULAR PURPOSE SIKA SHALL NOT BE LIABLE UNDER/1tiY LEGAL THEORYFOR SPECIAL OR CONSEQUENTIAL DAMAGteS SRCASHALL NOT BE RESPOii316L E FOR THE USE OF THIS PRODUCT INAMANNERTO RtFRIlIGE ONANYPATENTORANYOTHER 9ifEi LECTUALPROPERTYRlGHTS HELD BYOTHERS. SALE OF SIKA PRODUCTS ARE SUBJECT SBCA'S TERMS AMD CONDmONs OF SALE AVAILABLE AT H ITPJNSA S0U COfrY OR BY CALLING 201433.8M Visit our wabsits at usa.**A com 1.500.933.SIKA NATIONWIDE Rogtonai Infornfation and Sales Centers. For the location of your near" Sake sales office. contact your regional center. Slka Corporation SIM Canada Inc. Sft Mexicans SA de C.V. 201 PoOto Avenue 501 Delmar Avenue Carretera Libre Celaya Krn. &.5 Lyndhurst, NJ 07071 Pointe Claire Fracc. industrial Balvanere Phone: 800-933.7452 Quebec H911 4A9 Corregidom, Queretaro Fax:201-933-6225 Phone:Si4-697-2610 C.P.76920 .� Fax 514-694-2792 Phone: 52 442 2385BOO yke and Serear ere rem o-aaewra ks. Fax. 62 442 2250537 Printed in u:anaea. C, I EMACO° P22 Description Emaco, P22 s a nvo-component polymer -mod led cement -based coating. It protects :he steel reir,orceren, in concrete from cc-resion. 't provides the dual protection of-' a polymeric barrier anc ar, m,egi a'. cc. res.or-:rhibit:ng admixture Yield Cne una covers approx,ma,eiv 60 nee! ' (24 m) of 112' 025 cm) diameter 14 -ebar, v,hec applied ;n 2 coats to an oven•: ,hickness of approximately 80 mils. Packaging 3 96 lb (11.8 kg) una consisting of '. i !bs (0.5 kg) Pa:: z, A ar� 2.66 !bs ('.3 kgi °art B Shelf Life yea• when proper!v s,c,ed Storage Store n unopened contaners at 60 ,o 80° F (16 zo 271 C; in clean. cry cord : ons Dc rot al!ow Par; A :o freeze. Features • High bond strength • Not a bond breaker to reinforcing steel or concrete • Not a vapor barrier • H:gh aika..nity level similar to concrete • Resistant to chloride and acidic gasses • Nontoxic • H;gh-visibility color • .Applies wi,h a medium -hard brush Where to Use APPLICATION • Protecting structural reinforcing steel. subjec, to corrosion • Where Emaco' cementitious repair mater,a.s Vvi'I be applied • Bridges • Water -treatment fac ;ties • Parking garages • Tunnels • Marine projects LG'CAT!GN • Horizon ta!, vertical, or overhead applications How to Apply Surface Preparation ?. Remove deteriorated concrete around rust;ng :ebar to expose sound concrete. The clean substrate rust be alkaline (pH above S.5) and free of harmful saes, oil, rust, lost, and other cgntaminants 2. Remove rust and mill scale by gntblasting. Blast steel to white metal. Follow gritblasting with vacuuming or oil -free dry -ail blast (refer tc SSDC-SP- 0 or NACE-2). PRO X7 DATA 3 03930 Concrete Rehabilitation Benefits Exceilent adhesion to reinfoicircl sjwl • • Ideal for parhinq and repa.rimv • • • • • • • . • WE not trap f'fE-..:IbFe • • • 000000 Cor^patibleiro'fiL•rient;:igus ma eras ;..�.; Reduces corosion • • . • .... • .. ..... Env, -onmegZf: j.o gdly • ... ..:. • • Helps ensure propar coverage •. : • •. • •. Simple. fass.", ion o 4114 • : o—, -•• 3. For additiGta! Intrmatio:, r;`t %inte-canna: • Concrete Repair irsti,ute Prepararor Gude',nes for the Repair o� Deter orated Concrete Res itirg from Re,r.`.orcirg Steel ux:dation (No.03730). Mixing Pour Component .A (,.vhiie liquid) 4,,o a pa Slov,;v add Component 8 (orange -red powder), stirring constantly with a low -speed dr' . umii the material becomes homogeneous and .ump `ree. Application . t ;mmediately site' iemeva: t l ,ra rLsT, coat r :r reinforcement completely w;th Emaco` P22 coat nc using a medium -hard brush 2. Apply tyro layers to ach;eva a total thickness cf approximately 80 mils. The second lave. can bit, applied as soon as the first is dry to,he touch (about 30 minutes). 3. Patching mortars can be applied as soon as Emaco` P22 is no longer tacky (approximately 30 minutes). Do not vdait longer than 7 days to cover the treated rebar :vith the appropriate ma:eri&! Clean Up Clean tools and hands wrh soap and :vater beic•e product ores. Ater cured state, mechanical y remove material from tools canvrr OegussaBuildingSytems. cony. EMACC P22 Technical Data Composition -- _ a two -component po'ymer-rnOd.fed - . ads ci rabar ccatirg. Test Data CONCRETE-TO•STEEL BOND STRENGTH (DEGLISSA PULL-OUT IV,ETHOD) PROPERTY RESULTS Cure Time." psi, lNi"ral r,prcal Properties Smooth Rebar Deformed Rebar COMPONENT PART A PART B MIXED Tack tree 283 (1 S) 380 (2 5) 7 Day 280 01.9) 300 (2 11 Appearance ,,CL.d Powder Sway ---------- -- -- -- --- ---. before embemn5 it, concrete ?_,i oo; tests taker. after 28 rays rainy of concrete Color ttihre Orange- y ny� Ora ge- ,cores listed are typical arc baser or. Iebc-atcrrtest=_r sanp.s red red Pot life ?Ci:r.x -^ate _ Cracked Beam Test .••• 70` r12'.- Ct — -- • • °5' ='29` Ci — — 30 min Err.aco P22 coating vvill provide exceptional corrosion protection for reinforcing steoe in clucked concrete as• • i demonstrated by nacre -cell corrosion testng" show, below. • • • ; • . • . • � • Macro Cell Corrosion Activity • • • • • • Cracked Specimens • • • For Best Performance • mum ambient tar^pera'u-e for application Is 'C ; (4' C) and ris,no • Do rot allow Pa A to freeze. Once frozen, mat; A becomes unusable. • .A::emparatures above 90(32' CI pot ifa is severely I mired. • Do no: wait longer than 7 days before applying cementit ous repair proauc,s over Emaco" P22. 120 100 80 o 60 40 20 0. 0 1 5 15 25 30 45 50 Time (weeks) $ Emaco P22 -f Uncoated Rebar • Precondition these materials to approximately 70' F (21' C) for 24 hours before using. • This product comes in premeasured kits: do not add extra water. • This product is not intended as a bonding agent be' % Teen old concrete and new repair materials. Consult Degussa for information on bonding agents. • Make certain the most current versions of product data sheet and MSDS are being used: .all Customc, Service (1-800-433-9;517) to verify the most current versions. • Proper application is the responsibility of the user Field visits by Degussa personnel are for the purpose of making :ethnical recommendations only and not for supervising or providing quality control on the ;obsite Health and Safety El 44CC 722 PART A Caution Risks Iv -,ay cause sk n, eye or respiratory ,ri:auon. ,c1gestlor r,av c&,se rrnta:.cn Precautions KEEP OUT OF THE REACH OF CHILDREN. Avoid contact with Rin, eyes and ^Iott'ro. Wash thcrcugh!y after, handing. Keep ccrtairer c(osec *1h it not ,n se DO NOT take internally. Use only : th adcq.ate ventilatic^. Use impePrOUS gloves, eye protect on and if the T'.V is exceeded or used 'n a peor'y vent sated a -ea. use NIOSH/MSHA approved respiratory pretactio, in accordance with applicable Federa:, state and local: regulations. First Aid CASE Of eye contact, f:Jsh thoroughly with water 'or at !aas. 15 minutes. ,r. case of skip, contact, wasl, af-ieGed areas w"ih soap and wafer If nation persists, SEEK MEDICAL ATTENTION. Remc,.a and wash contaminated clethSng It .nha!mion causes physica! discomfort. remove to `-ash air. If discomfor, persists or any breathing difficulty ccc;.rs or if swa'.cwed, SEEK IMMEDIATE ME0iCA ATTENTION. Rtfa, tc Vatera Safety Data Sheet (iv SDS) for f��ther rr.formaticn. Proposition 65 This product contains material listed by the state of California as knov:'r to cause cancer, b;rth defects. or other reproductive harm. VOC Content 0 ibs/ga or 0 g/L. EMACO' P22 PART B Danger Emaco` P22 Part B contains silica, crystalline quartz, and Portland cement Risks NOW is alkaline on contact wlth water and may ca,;se injury .o skin or eyes. Ingestion or inhalation of dust may cause irritation Contains small amount of Free respirable quartz, which has beer, listed as a suspected human carcinogen by NTP and IARC. Repeated or prolonged overexposure to free respirable quartz may cause s1icos.s or ether serous and delayed lung injury. Precautions KEEP OUT OF THE REACH OF CHILDREN. Avoid contact with skin, eyes and clothing. Prevent inhalation of dust. Wash thorough:y after hano.ing. Keep container closed when not in use. DO NOT take internally. Use only with adequate ventilation Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with app:icable Federal, state and local regulations. First Aid In case of eye contact, flush thoroughly with water for at least 15 minutes. In case of skin contact, wash affected areas with soap and water. If irritation persists, SEEK MEDICAL ATTENTION. Remove and wash contaminated nothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs or if swallowed, SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS) for further information. Proposition 65 This product contains material fisted by the state of California as known to cause cancer, b!rth defects. or other reproductive harm. VOC Content 0 Ibs/gal or 0 g/L. For medical emergencies only, call ChemTrec (1-800-424-9300). ,�� -. ... � . J . ,., �f' ice• r, EMAC01 P22 sees•• • sees•• sees•• sees• sees• • c,2 "BASF The Chemical Company PRODLCT DATA 3 03 0100 Maintenance of Concrete Description Erracc P24 is a v.ater-based epoxy-cementitious bonding agent. I; ,1rd1 pone concrete and mortar up to 24 nours after application. Emaco P24 is also used to coat and protect rebar Yield One .r-it of Emaco- P24 bonding agent will yi3ld 2.7 mixed gallons (i C 2 i_). Thq coverage is 80 `V/ gallon (2.0 m /L) a, a thickness of 20 mils (0.5 m). Packaging Emaco' P24 bonging agents a 3-part system consisting of: Par A: 0.42 gallons (1.6 L) epoxy resin Part S: 0.42 gallors (1.6 L) epoxy hardener Part C: 31 Ibs (14.1 kg) cementitious componeim Shelf Life 1 year when properly stored Storage Store in unopened containers at 60 to 80`' F (16 to 27` C) in clean, dry conditions. If Pat A or Part B freeze, discard. EMACO® P24 Features • 24-hoar windows for topping application, • VOC compliant • Integral corrosion inhibitor • High alkalinity similar to concrete • Premeasured units • Open time 24 hours • Blue color Where to Use APPLICATION • Bonding plastic concrete to hardened concrete • Coating steel rebar'to protect against corrosion • Areas where short open times prevent the use of traditional epoxies How to Apply Surface Preparation 1. Remove deteriorated concrete around rusting rebar to expose sound concrete. The clean substrate must be alkaline (pH above 9.5) and free of harmful salts.. oil, rust, dust, and other contaminants. 2 Remove rust and mill scale by gritblasting. Blast steel to white metal. Follow gritblasting with vacuuming or oil -free dry -air blast (refer to SSPC-SP-10 or NACE-2). J. The surface should be saturated sur"ace-dry (SSD) without any standing water. 4. For additional information, refer to International Concrete Repair Institute (ICRI) Surface Preparation Guidelines for the Repair of Deteriorated Concrete Resuiing from Reinforcing Steel Oxidation (No. 03730). Benefits Provides }obsitz flexibili y Environmentally friendly 000000 Additional proteci.VoD for 4el4orcing st" Compatible with cemenntious materials • • No measuring requy'A • Allows flexibility in fo nyryggand pouring • procedures 000000 ; ' • .' Facilitates proper cow p* • • • . • Mixing Pour contents of P� i A a`�:imo Part B io a clean mixing bucket and blevi tha2 comptn �:1S4or 2 minutes. Slowly add all of Part C Nera-4eac water. Use a Jiffy paddle and a drill to properly mix the product. NOTE: Mix the entire unit; do not mix pa vial un:'s. Application Apply with a stiff -bristled broom or sprayer. With any method. be sure to work the bonding agent thoroughly into the substrate. When Emaco" P24 is used as a bonding agent, the appropriate thickness is 20 mils (0.5 mm); when used for reirforcement protection, the minimum thickness is 20 mils (0.5 mm) (2 coats of 10 mils [0.25 rnm] each). Keep bonding agent protected in direct sunlign t and in temperatures above 951 F (35 C). Clean Up Clean up wit'n soap and water. Dried material most. be removed mechanically. EMACO' P24 '- -ical Data �..positton =ir2cc P2^ is a ,,mter-baseo epoxy - Test Data PROPERTY RESULTS TEST METHODS Pot fife, m!xed 150 g, min. 9c at 72' = (22' Ci Working time, min, 30 — a; 72' E: (22' Cj Compressive strength, psi (MPa). 8,000 (55.21 — ASTM C , 09 28 days Flexural strength, psi (MPa). -.000 (6.9) ASTM C 348 28 days —_ -- — __- — Tensile bond strength, 14 days AD 503R • • • . Open time, hrs Psi (MPa) • • > 200 (',A) • • • • 9 >200(-.41 •• • •• • • 24 >200('.4) •••••• • •• •••••• Slant shear bond, 14 days J ASTM 882' —' : • • • • Open time, hrs Psi (MPa) • "" • :' • • • ' ' 2 >3,000(20.7) •••• •• ••••• > 2.500 (� 7.2) ...... . ... .....' 24 >2.000(13.Tj •• •• . •• • •.•••• Splitting tensile, psi (MPa). 28 days ; .000 (8.9) y�?1' �� ' ' • Test results are averages obtained under iaboratoj- ccnl-.tons. Expect reasonable varia::ons • • • • • • • • Tensile Bond Strength According to ACi 503R at 28 days, Toppirg applied 12 ~ours after Emaco` P24. 250 .y L 200 ~ID C d 150 y a c 100 m ry 50 c m 0 Competitive Emaco' P24 Systems For Best Performance • Subs~ate and amoiar^ temperature must be from 40 to 950 F (4 tc 350 C). • When Emaco P24 is used as a oonding agent for overlays or toppings, obtain best results by :oppirg %-JThin 6 hours of application. • Precondition :'nose materials :o approximately 7' F V ° Q for 24 hours before uslno. • T`is Product comes in oremeasured kiss; do not add extra water. • Pro:ec. from direct sunlight, ;vine. and other conditions that could cause rapid drying of material • Maxe certain the most current versions of product data sheet aid MSDS are being used: call Customer Service (1-800-433-9517) :o vz—•. , ;.he most current version. • Proper applicatioc is the respoasiuiiity of :re user. Field visits by BASF personnel are `or rse purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Health and Safety EMACO" P24 PART A RESIN Warning Emaco P24 Par A Resin contains epoxy resir and oetroleum derivative. Risks May cause skin, eye, and respiratory irritation. May cans: dermav:rs and allergic responses. Potential ski„ and/or respiratory sensitizer Ingestion may cause irritation. Precautions KEEP OUT OF THE REACH OF CHILDREN. Use only v!i`;h adequate vent1ation. Avoid contact with eyes, skin and clothing. Keep container closed when not in use Wash thoroughly after handling. DO NOT take internally. Use impervious gloves. eye protection and r the TLV is exceeded or used in a poorly ventilated area use NIOSH/MSHA approved respiratory protection in accordance with applicable Feoeral. stare, and local regulations. First Aid In case of eye contact flush thoroughly -with waver for at least 15 minutes. In case of skin contact, wash affected areas with soap and water. If irritation persists, SEEK MEDICAL ATTENTION. Remove ano wash contaminated clothing. If'nhalation causes physical discomfort, remove to fresh air If discomfort persists or any breathing difficulty occurs of if svvallowed, SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS; for further information. Proposition 65 This product contains materials listed by the state of California as known to cause cancer, birth defects. or reproductive harm. VOC Content 0 Ibs/gal or 0 g/L less water aid exempt solvents when components are mixed and applied per manufacturer's instructions. EMACO' P24 PART B HARDENER Danger — Corrosive Emaco" P24 Part B Hardener contains aliphatic amines. Risks Contact with skin or eyes may cause burns. Ingestion may cause irritation and burns of mouth, throat, and stomach. Inhalation of vapors may cause irritation and intoxication with headaches, dizziness, and nausea. INTENTIONAL MISUSE BY DELIBERATELY INHALING THE CONTENTS MAY BE HARMFUL OR FATAL. Precautions KEEP OUT OF THE REACH OF CHILDREN. DO NOT get in eyes, on skin or clothing. Wash thoroughly after handling. Keep container closed. DO NOT take internally. Use only with adequate ventilation. DO NOT breathe vapors. Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable Federal, state, and local regulations. 98T F Lift .' E Pc-X2=RGO.,. L- EMC0` P24 First Aid In case of eye contact. flusn thoroughly wit. watt, for a' least 15 minutes. In case of skin contact wash affected areas viith soap and ,rater. II i•ritaki persists. SEEK MEDICAL ATTENTION Remove ago wash contaminated clothing. If inhalation causes physical discomfort, remove to `rash air If discern ort persists or any breathing difficulty occurs of if swallowed, SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet "VSDS; for further information. Proposition 65 This product does not knowirgly contain materials listed by the state of Californja�2S Pr!uYm to cause cancer, birt= def�(.%or reprod!!iee•harm,. • • • •: • VOC Content' ' ;' • ' • '. 0 Ibs/gal o�:: I is water and exempt solves • %vhcr components are mixed ano applied per . • .. • . rs instructions. • • manufactue .•.... . .•• ..•.. EMACO- P� pAP; u ' • •' : ...... Warning • • • • • • • • Emaco` Pet Par, C*oontains:gi;%4*rystalsine �2t" • • Portland cE nent i?qp oxide, Silica tamor phousl • • • • ; anhydrite, mlpesiutn oxide,:an�,"f qrn oxide! • Risks "" Product is alkaline on contact with water and may cause injury to skin or eyes. Ingestion or innalatio^ of dust may cause irritation. Contains small amours; of f tee respirable quartz which has been listed as a suspected human carcinogen by NTP and IARC Repeated or prolonged overexposure to free respirable quartz may cause silicosis or other serious and delayed lung injury. Precautions KEEP OUT OF THE REACH OF CHILDREN. Avoid contact with skin, eyes, and clothing. Prevent inhalation of dust. Wash thoroughly after handling Keep container closed when net in use. DO NOT take internally. Use on!v with adequate ventilation. Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection it accordance wish applicable Feoeral. state, and local regulations. C•3, Product Data Sheet Edition 1.26.2017 Sika°Armatec 110 EpoCem Sika° Armatec® 110 EpoCem Bonding Agent and Reinforcement Protection Description Sika'Armatec" 110 EpoCem is a 3-component, solvent -free, moisture -tolerant, epoxy -modified, cementitious product specifically formulated as a bonding agent and anti -corrosion coating. Where to Use ■ As an anti -corrosion coating for reinforcing steel in concrete restoration. ■ As added protection to reinforcing steel in areas of thin concrete cover. ■ As a bonding agent for repairs to concrete and steel. ■ As a bonding agent for placing fresh, plastic concrete to existing hardened concrete. Advantages ■ Excellent adhesion to concrete and steel. ■ Acts as an effective barrier against penetration of water and chlorides. ■ Long open time - up to 16 hours. ■ Not a vapor barrier. ■ Can be used exterior on -grade. ■ Contains corrosion inhibitors. 16 ■ Excellent bonding bridge for cement or epoxy based repair mortars. • •"• ■ High strength, unaffected by moisture when cured. • • • • • • • • •' • • ` • ■ Spray. brush or roller application. • • : • • • • • ■ Non-flammable, solvent free. •••••• • •• •••• • ' • a Coverage Bonding agent: minimum (theoretical) on smooth, even substrate 80 fi i--i0 mils thickness). Coverage • will vary depending on substrate profile and porosity. • • • • • • Reinforcement Protection: 40 ft.2/gal. (=20 mils thickness) (2 coat appllcationt. `• • • • • Packaging 3.5 gal. unit. (47.6 fl. oz. Comp. A + 122.1 fl. oz. Comp. B + 46.82 lb. Coma. CJ Comp. A +Bin carton, • • ' • Comp. C in multi -wall bag. 0 a . • ; • • • •"• •' • • • • 1.65 gal. unit. (22.7 fl. oz. A + 57.6 fl. oz. B + 4 bags @ 5.5 Ib.) Factorq -�r4brtioned unRs'in a*paii.00004* • Typical Data (Material and curing conditions @ 73'F and 50%#R.H, j • • _ • • • • RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON M& AG OrHODS1) Q aIENT, • • TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURING Ca1�ipy5. Shelf Life 1 year in original, unopened packaging. Storage Store dry at 40'-95'F (4'-35'C). Condition material to 65'-75'F (18'-24'C) before using. If components A and B are frozen, discard. Protect Component C from humidity. Color Concrete gray Density (Mixed) 125 lb./ft.3 (2.0 kg.) Pot Life Approximately 90 minutes Compressive Strength (ASTM C-109) 3 days 4500 psi (31.0 MPa) 7 days 6500 psi (44.8 MPa) 28 days 8500 psi (58.6 MPa) Flexural Strength (ASTM C-348) 28 days 1250 psi (8.6 MPa) Splitting Tensile Strength (ASTM C-496) 28 days 600 psi (4.1 MPa) Important Data for Sika Armatec 110 as a Corrosion Protective Coating Water Water Permeability at 10 bar (145 psi) 8.92 x 10-" ft./sec. Control 7.32 x 1010 ft./sec. Water vapor diffusion coefficient N HZO 110 Carbon Dioxide Carbon dioxide diffusion coefficient p COz 14000 TEST DATA: Time -to -Corrosion Study Sika'Armate& 110 more than tripled the time to corrosion Reduced corrosion rate by over 40% PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNIRMS AN15 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. OF_- 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 TH2 CUR- RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. How to Use Surface Preparation Mixing Application f Limitations Important Data for Sika• Armatece 110 as a Bonding Agent Bond Strength (ASTM C882) 14 days moist cure, plastic concrete to hardened concrete: Wet on Wet 2800 psi (19.3 MPa) 24 hr. Open Time 2600 psi (17.9 MPa) Bond of Steel Reinforcement to Concrete (Pullout Test): SikaE Armatec® 110 Coated 625 psi (4.3 MPa) Epoxy Coated 508 psi ( 3.5 MPa) Plain Reinforcement 573 psi (3.95 MPa) Cementitious substrates: Should be cleaned and prepared to achieve a laitance and contaminant -free surface prepared in accordance with the requirements specified by the overlay or repair material by blast cleaning or equivalent mechanical means. Substrate must be saturated surface dry (SSD) with no standing water. Steel: Should be fully exposed and have all corrosion removed by blast cleaning or other means of mechanical abrasion Shake contents of both Component'A' and Component'B'. Empty entire contents of both Component 'A' and Component'S' into a clean, dry mixing pail. Mix thoroughly for 30 seconds with a Sika paddle on a low speed (400-600 rpm) drill. Slowly add the entire contents of Component'C' while continuing to mix for 3 minutes until blend is uniform and free of lumps. Mix only that quantity that can be applied within its pot life. As a bonding agent -Apply by stiff -bristle brush or broom. Spray apply with Goldblatt Pattern Pistol or equal equipment. For best results, work the bonding slurry wel! into the substrate to ensure complete coverage of a!! surface irregularities. Apply the freshly mixed patching mortar or concrete wet on wet, or up to the maximum recommended open time, onto the bonding slurry. 60,6411 Maximum recommended open time between application of Armatec 140 ancjpatching ny 44.6r contras:• is is • 80'-95'F (26'-35`C) 6 hours • • • • 65'-79-F (18`-26'C) 12 hours • • • • 50'-64°F (10'-17'C) 16 hours • a • • • • • • • • • • • • • 40'-49'F (4'-9'C) wet -on -wet 000000 • • • For corrosion protection only -Apply by stiff -bristle brush or spray at tNl lUal. (20 M=!S1.TaR speciatcare • to properly coat the underside of the totally exposed steel. Allow coating o dy02-3 hoL*s at•F. , then oliii is a second coat at the same coverage. Allow to dry again before the repjij g)Qgj or concWteaij dpplied.opar. a or place repair within 7 days. • a • • • •-a—a.a • • -- a -•-_—a_• • • • • Is Substrate and ambient temperature: Minimum 40°F (5'C). • is Maximum 95'F (35°C). 0 0.0 • • • is Minimum thickness: As a bonding agent 20 mils. a a • • 000000 a For reinforcement protection 40 mils. • • • • • ■ (2 coats, 20 mils each). a • • i • • • is Not recommended for use with expansive grouts. • • • ■ Use of semi -dry mortars onto SikaOArmate0 110 EpoCem must be applied "Wet on wet". ■ When used in overhead applications with hand placed patching mortars, use "wet on wet" for maximum mortar built thickness. is Substrate profile as specified by the overlay or repair material is still required. ■ As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikaduril Hi -Mod 32. PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AN13 INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT HTCP:/iUSA.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 TIGKMYCLOSED. 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, tail CHEMTREC at 1.800-424.9300, International 703-527-3987. 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 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 CALLING 201.933.8800. Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. 1 Sika Mexicans S.A. de C.V. 201 Polito Avenue i 601 Delmar Avenue Carretera Libre Celaya Km. 8.5 �`� Lyndhurst, NJ 07071 i Pointe Claire i Fracc. Industrial Balvanera(6) is Phone: 800-9337452 ( Quebec H9R 4A9 ! Corregdora, Queretaro R°:,.P•4F,° ehJ w,a_ Fax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax: 514-694-2792 Phone: 52 442 2385800 Sika and Armatec are registered Fax: 52 442 2250537 trademarks. Printed in Canada-