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RC-19-68Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/18 2019 Location Address Parcel Number 533 GRAND CONC, Miami Shores, FL 33138 1132060171350 Contacts Permit NO.: C-01-19-0 Permit Type: Building (Residential) Work Uassif€cation: Alteration Permit Status: Approved Expiration: 07/17/2019 JEROME HURTAK Owner DONNA HURTAK Owner 533 GRAND CONCOURSE, MIAMI SHORES, FL 331382464 533 GRAND CONCOURSE, MIAMI SHORES, FL 331382464 SNAPP INDUSTRIES INC Contractor JASON SNAPP 2902 NW 22 ST, MIAMI, FL 33142 Business: 3056350687 Description: GUNITE REPAIRS FOR SPALLING CONCRETE Valuation: $ 6,500.00 Ins ection Requests: 1305-762-4949 TotalSq Feet: 80.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $2.93 DCA Fee $2.00 Education Surcharge $1.40 Permit Fee $145.00 Scanning Fee $15.00 Structural Review ($90) $90.00 Technology Fee $4.88 Total: $315.41 Building Department Copy Payments Date Paid Amt Paid Total Fees $315.41 Check # 545 01/18/2019 $265.41 Check # 544 01/11/2019 $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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named a6tr,ctor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent " Date January 18, 2019 Page 2 of 2 j Miami Shores Village R1ECFTV1.D Building Department 112019 10050 N.E.2nd Avenue: Miami Shores, Flonda 33138 Tel: (30S) 795-2204 Fax: (305) 756-8972 BY: fit Jma­ INSPECTION UNE PHONE NUMBER: (305) 762-4949 1 i J W1 �FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING [-I MECHANICAL F-]PUBUC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5-3 Cad luC� 66ig Ct' u a & - 2 Ci Miami Shores County: Miami Dade Zia: ✓� v Folio/Parcel#: //3a?f� (0 ©I 7 / 3 a C` Is the Building Historically Designated: Yes NO _ Occupancy Type: 43 Load: Construction Type: -Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /TG(rL� �� Phoned: -,30 _�`7Z _& St 9 Address: J �� Atd-NGt CO"CD U �` City: / yy V l,�C�'a-�.' cJ hoeas State: Ij-� —1 _ZP: 3 313<P Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: Address: 6A L- Gty lL_ 1, 1 AN.114_ l' state: %- L _ ZX 33/4Z - . -a-5 ©�. � 5 lY � n Phone#: � - ( J S -062 Qualifier Name: r pMr1 -- State Certification or Registration #: �j(� % �/0 / id 7 Certificate of Competency #: DESIGNER: Architect/Engineer: l�l -t Cl-, Cr - Phoned: Address: 5 (,:) % 30 C City: state:F_zip: .33 / 73 C' c, 90 Value of Work for this Permit: $ el�� l� �� � ° Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ! 7'(.; ° I = a c�a Y 'j L' __'� -1 W I Jk1 c [, C) &C Specify color of color thru tile: Submittal Fee $ Permit Fee $ — _ CCF $_ CO/CC $ Scanning Fee $ _-_ — _-- Radon Fee $ _ DBPR $ _.- -- Notary $ --_— Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ __-- _— _ ,_-- Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage lender's Address City State Zip 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 52500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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. posted at the job site for the first inspection) which occurs seven Q7 days after the building permit is issued. In the absence of such posted notice, the inspection will not be dppr0yetl6n�ins efIon f will be charged. 1, x Signat�re— ignature OWNER or AGENT t CONTRACTOR The forgoing instrument was acknowledged before me this _7_ day of - ` -" kea—( / �_, 20 , by Butt 6 9U %�Tf��� , wht5 is personally known to me or who-.bas-pcsd4ced _ — as identification and who did take an oath. 111fft11 NOTARY PUBLIC: Sign: 1NVVl Lk/( Print: Seal The foregoing instrument —was acknowledged before me this --�—day of who i personally knotim to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: - c DONNAJ. ELAN MY COMMISSION # FF 949075 Print: `g' o`---EXPjRE& FebruMY 22202p Seal: Bonded of F�o� Bed thN &d9e1 WayS&rv;m 10// Vy APPROVED BY I Plans Examiner Zoning /" Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1350 Property Address: 533 GRAND CONC Miami Shores, FL 33138-2464 Owner JEROME HURTAK &W DONNA C Mailing Address 533 GRAND CONCOURSE MIAMI SHORES, FL 33138-2464 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/4/0 Floors 2 Living Units 1 Actual Area 5,370 Sq.Ft Living Area 4,193 Sq.Ft Adjusted Area 4,263 Sq.Ft� Lot Size 26,863.2 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $945,430 $945,430 $859,482 Building Value $422,037 $422,037 $422,037 XF Value $26,035 $26,052 $26,069 Market Value $1,393,502 $1,393,519 $1,307,588 Assessed Value $422,052 $413,372 $404,870 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $971,450 $980,147 $902,718 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 23 TO 26 INC BLK 96 LOT SIZE 206.640 X 130 OR 17677-4598 0597 1 Generated On : 1/11/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $372,052 $363,372 $354,870 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value J $397,052 $388,372 $379,870 �� City Exemption Value $50,000 $50,000 $50,000 Taxable Value $372,052 $363,372 $354,870 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $372,052 $363,372 $354,870 Sales Information Previous OR Book - Price Qualification Description Sale Page 17677 05/01/1997 $455,000 Sales which are qualified 4598 16047- 08/01/1993 $260,000 Sales which are qualified 1898 14152- Sales which are disqualified as a result 06/01/1989 $01 1722 of examination of the deed 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/ 1 /11 /2019 ��o��al Busin�e s�Tax R�>�c�ei�t "MlaM— Dade County; State of•_Flor da -THIS IS -NOT A BILL — DO NOfiPAY 477.4031 BUSINESS-NAME/LOCgTION . SNAPYP INDUSTRIES. INC' UNINCC)'06"W, TED LOC' Owtiii i SN&PFIIDI:ISTRIES INC CJ0lht GSNAPP, PRES :Aggregate scIA 3180 K RECEIPT NO. r,EXI?�RES RENEWAL SEPTEMBE'R�30 -2`0:19 isplayed atplace of business 4983889 Must 6e d Pursuarit to county Code Chapter 8A = Art%9'&"10 SEC. TYPE OF BUSINESS PAYMENT, RECEIVED 192 COMM ERCUINDU ST/O FFICE SPACE BY TAX COLLECTOR- $125.00 09/04/2018 CREDITCARD-1B-065356 This,Local Business Tak Receipt only: confirms payment of the -Local Business Tax. The Receipt is not a license, 4 permi4br.'a certificWon'of the holders qqualifications, to do business. Holder mustcomplywith any govemmental; ornangovernmental regulatory laws eiid requirements which apply to the business. The RECEIPT NO -.above -mutt be displayed on all commercial vehicles-Miami-fade'Code Sec Sa-276. - For more information, visitwww miamidade aov/texcollector 000074 Locyal=Busirvess Tax R;recept: 'Miami Dade County; State.. of Florida- THISIS:NOT A BILL - DO NOT PAY 2648:.11 -BUSINESS-NAME/LOCATION' N RECEIPT O. SNAPIR INDUSTRIES .INC RENEWAL 2902 NW'23NC) ST 264812' MIAMI'FL 33142 Pursuant to County:Code Chapter 8A — Art.,9`& 10 OWNER SEC. TYPE OF BUSINESS SNAPP INDUSTRIES INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED MASON SSNAPP, QUALIFIER CGC1507671. T TAX COLLECTOR _ _$T'25.00'09%04/201$';.:.__::_ -... Worker(s) 20 CREDITCARD-18-065356 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license; permit or certification of the holder"s qqualifications, to do business. Holder must comply with any governmental ornongovemmemal regulatory law&and requirements which apply to the business. The RECEIPT NO. above must be displayed onaH commercial vehicles— Miami=Dade Code Sec 8a-276. For more information, visit www.miamidade.aovkaxcollector SNAPP-1 DATE '4`oRo� CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SL AUTHORED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy("Nes) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A Statement: on this certificate does not confer rights to the certificate holder in lieu of such endorse s PRODUCER 8W701-0442 Lynda Turner Brown & Brown of FL, Inc. 3520 Thomasville Rd #00 PHONE 850-7014)442 FAx 850456-4065 Zg&..numer@bbtally.com Tallahassee, FL 32309 Greg Jaap AFFOI:uars COVERAGE NArc,e NSIIRERA: Phoenix Insurance Company25623 INsuRED Snapp Industries, Inc. INSURER B: Landmark American Ins Co 33138 2902 NW 22nd Street Miami, FL 33142 �� c Owners Insurance 32700 NsuRER D : Bridgefield Employers Ins Co 10701 INSURER E : INSURER F CAVFRAGFA CFRTIFICATF NI IMRFR- RFwgvw hIIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR TYPE OF INSURANCESURN POLICY NUMBER:POLIt.Y EFF POLICY EXP WIMMM LIMITS B X comme C L oENERAL L111mum aalMsaorADE ❑X occuR L HAI I I888 12t3tII2018 12/30/2019 EACH OCCURRENCE s 1,000,000 O"'GE TO RENTED 50� MED EW one s Excluded PERSONAL & ADV of UW E 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER. POLICY ❑X JEC7 ❑ LOC OTHER:- GENERAL AGGREGATE S 2,000,000 PRODUCTS-COMPIOPAGG 2,000,000 Emp Ben. 100(0000 C AUTOMOBILE LIABILITY X ANYAUTO OWNED SCHEDULED AUTOS ONLY AAUUTTOpSyy�� X AUTOS ONLY E AUTOS ONLY 5100623M 1213OW18 120012019 COS S94GLE ulcer 1,000,000 Bomym URX S BODILY INJURY TXOPERTY DAMAGE PIP 10,000 UMBRELLA LIAB EXCESS LIM OCCUR CLAWAS#AADE EACH OCCURRENCE S AGGREGATE s DED I I RETENTION S D WIORIUM COMPENSATION AND EMPLOYERS LIABILITY YIN ANY PROPRerORIPARTNE/O cu►n�E tOFFICERMEMB R EXCLUDE DE" Mande InN rnbdese orderSC PTION OF OPERATIONS below N / A 83041481 04101i2018 04I01/2019 I X PER oTH EL EACH ACCIDENT $ 1,�, EL DISEASE -EA EMPLOYEE S two. ow EL DISEASE - POUr—Y LIMIT S 1,0Now OESCRP71ON OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AAdbonal Ranuria Sduddq nay be aea4ad M mere apace Ismquim ) CGC 1507671 VILLMIA Villages of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED PODS BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESBiTATIVE �x�l`da ACORD 25 (2016103) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD dame and logo are registered marks of ACORD JOHN H. BUSCHER, P.E. STRUCTURAL • CIVIL CONSTRUCTION MANAGEMENT January 4, 2019 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 Re: Hurtak Residence 533 Grand Concourse, Miami Shores FL Concrete Restoration and Repair of Observed Exterior 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 FBC 2017 6`h Edition Section 606.2.1. Structural damage is less than substantial as defined in Section 202 of the FBC 2017 6tn 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, ' .... ...... . . . ..... ..... o H. B Scher,-P.E. • ' :...:. """ L PE-#41844- - • Copy to: Jerome Hurtack 4404 S.W. 139TH COURT, MIAMI FLORIDA 33175 TEL. 305-554-9170 EMAIL JBUSCHERC�BELLSOUTH.NET ,SN°R Miami Shores Village Building Department 10050 NE 2nd Ave. ..... Miami Shores, Fl- 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. • • • • 0 • • • 0 . • 1(We) have been retained by 7e'( v R- 4.,C Zi,� to perform special inspector services y4t� ftle Flori 9 ....:. Building Code 5th Edition (2014) and Miami Dade/County Administrative Code at the S"33 6 if r d (.,/,sue • project on the below listed structure as of O (date). I am a registered *see . • arch itect/professiona[ engineer licensed in the Sta a of Florida. o f o o o • :' • • • • • 00:0*: :..0:. . ..... Process Number: ••••0•••••••••• :00 _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) 0 • 0 0 o • •' • • • _ Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for • • • • ; • • • • ; _ Trusses > 35 ft. long or 6 ft. high 0000 _ Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. / Other �) cG'1" �L� JDP/�TrrJ� / 11Z Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspray -� 1�,- tion* I � ncg2. 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 perfonning 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 Miatni Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miatni 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 )ate: e and are in substantial accordance with the approval plans. Engineer/Architect Namei—/J ll ed and Sealed rint /T Address d Q . r� S J f /er ✓ ��� O L MATERIALS A. REPAIR MORTAR/PATCHING MATERIAL 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. 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. ARIMATEC 110 - CORROSION INHIBITOR Product Data Sheet Edition 8.15.2014 SikaRepair° 222 t Sikaftpaie 222 One -component, early strength gaining, cementitious patching material Description SikaRepairl 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 3/8" pea gravel). Packaging 50 lb. multi -wall bag. SikaLatex R - 1 gal. plastic jug; 4/carton, 5 gal. pails Typical Data (Material and curing conditions @ 73*F (23*C) and 50% R.H.) RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf life One year in original, unopened bags. Storage Conditions Store dry at 40°-95°F (4°-35°C). Condition material to 65*-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) 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 scrubbed into substrate. 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:/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 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. A50 How .to..Use-..__...._ i 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 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 SikaOArmatee 110 EpoCem (consultTechnical Data Sheet). Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sikal ArmatecO 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaRepairO 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 SikaRepair® 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 SikaLatext'R into the mixing container. Slowly add powder, mix and adjust as above. With diluted Latex R: SikaLatex& 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 container. Slowly add ( powder, mix and adjust as above. SikaRepair6222 Concrete: For applications greaterthan 1 inch depth, add a 3/8 inch coarse aggregate. Aggregate must be non -reactive (reference ASTMC1260, C227 and C289), clean, well -graded, saturated surface dry (SSD), have low absorption and high density, and c comply with ASTM C33 size number 8 per Table 2. Addition rate must not exceed 32 lbs. of aggregate/ bag of SikaRepairO 222 (32 lbs. of 3/8 in. aggregate is approximately 2.5 to 3.0 gal. by loose volume 9 of aggregate). Water may be varied to achieve the desired consistency. Do not over water. Application The prepared mortar must be scrubbed into the substrate, filling all pores and voids. Force material against edge of repair, working toward center. After filling repair, consolidate, then screed. Allow mor- tar to set to desired stiffness, then finish. Mixing, placing and finishing should not exceed 45 minutes maximum. Tooling & Finishing l Limitations Curing 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. Cur- ing compounds adversely affect the adhesion of following lifts of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect freshly applied mortar from direct sunlight, wind, rain and frost. ■ Application thickness: (withwaterand diluted Latex R) Min. Max. inchesone liftNeat 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. ■ 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 Sikadurk' Hi -Mod 32. PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS REAL) AND FOLLOW THE WARNINGS 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 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 Slka's Technical Service Depart- ment at 800-933-7452. Nothing contained in any Sika materials relieves the user ofthe 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:IIUSA.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. 1351 Lyn Polito Avenue 601 Delmar Avenue Carrel In Libre Cellva Km. 8.5 ej r�i1 Lyndhurst, NJ 07071 Pointe Claire � Fracc. Industrial Balvanera Phone: 800-933.7452 Quebec H9R 4A9 Corregidora, Queretaro iir;r„n., Fax:201-933-6225 Phone:514-697-2610 C.P.76920 ;-T . ,nc+soo4 Fax: 514-694-2792 Phone: 52 442 2385800 Sika. SikaRePair, and SikaLatay, are registered Fax: 52 442 2250537 trademarks. Printed in Canada. Product Data Sheet Edition 7.14.2014 SikaRepairO 223 'Sikaftpaie 223 ` One component, early strength f gaining, cementitious patching material I 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. t 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. r Packaging SikaRepair" 223 - 50 lb. multi -wall bag. SikaLatex R - 1 gal. plastic jug; 4/carton, 5 gal. pails 4 i w t Typical Data (Material and curing conditions @ 73°F (23°C) and 50% R.H.) RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, --' TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life One year in original, unopened bags. Storage Conditions Store dry at 40°-95°F (4°-35°C). Condition material to 65°-75°F ;.r -• before using. Color Concrete gray Mixing Ratio gallon to 1 gallon of liquid per 50 lb. bag r t - t Application Time Approximately 15 min. after adding powder to Latex or Latex R. Ap-plication { plication time is dependent on temperature and relative humidity. I Finishing Time 20 to 60 min after combining g g 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) I 28 days 1,800 psi (12.4 MPa) 2,000 psi (13.8 MPa) I Compressive Strength (ASTM C-109) 1 day >3,500 psi (20.7 MPa) >4,000 psi (22.8 MPa) 7 days 6,000 psi (41.4 MPa) 6,200 psi (42.8 MPa) I 28 days >7,500 psi (48.3 MPa) >8,000 psi (51.7 MPa) 'Mortar scrubbed into substrate i ' t IRIOR TO EACH U E OF ANY SIKA PRODUCT, THE USER MOST ALWAYS READ AN15 FOLLOW THE WARNINGS= NSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DAT) iHEET WHICH ARE AVAILABLE ONLINE AT HTTP:IIUSA.SIKA.COM/ 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 TENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. A60 How to Use t Surface Preparation a Priming t I Mixing With water: Wet down all tools and mixer to be used. Add approximately 34 gallon of water to mix- ing vessel. Slowly add 1 bag of SikaRepair® 223 while continuing to mix. Mechanically mix with a 6 low -speed drill (400-600 rpm) and Sika paddle. 1/4 gallon of water may be added to achieve desired i 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'31 R into the mixing container. Slowly add powder while continuing to mix mechanically as above. Add remaining SikaLatexo R (up to V4 gallon) to adjust the desired consistency. note: Sikal-atex° R must be protected from freezing. If frozen, discard. With diluted Latex R: SikaLate e R may be diluted up to 5:1 (water:SikaLatee R) for projects requiring minimal p polymer -modification. Pour 3/4 gallon of the mixture into the mixing container. Slowly add powder and mix as t ..... _ above. Add remaining diluted_SikaLatex° R (up to U4 gallon)to adjust the desired consistency. _ Application At the time of application, surfaces should be saturated surface dry (SSD) with no standing water. Mortar must be scrubbed into the substrate, filling all pores and voids. Force material against edge of repair, working toward center. After filling repair, consolidate, then screed. Material may be applied in { multiple lifts. The thickness of each lift not to be less than '12 inch minimum. Where multiple lifts are 4 required score top surface of each lift to produce a roughened surface for next lift. Allow preceding lift to reach final set, 30 minutes minimum before applying fresh material. Saturate surface of the lift with clean water. Scrub fresh mortar into preceding lift. Allow mortar to set to desired stiffness, then finish with wood or sponge float for a smooth surface, or texture as required. For repairs greater than 1 inch ( in depth, the use of SikaRepair® 222 extended with coarse aggregate, and appropriate formwork is also recommended. Remove all deteriorated concrete, dirt, oil, grease, and all bond -inhibiting materials from surface. Be sure repair area is not less than V4 inch in depth. Preparation work should be done by scabbier or other appropriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile of±1/8 inch (CSP-6). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water during application. For priming of reinforcing steel use Sika® Armatec® 110 EpoCem (consult Technical Data Sheet). Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika'o Armatec® 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaRepair® 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. Important: Maximum bond is achieved with application of a scrub coat on properly prepared, saturated surface dry (SSD) substrate. Tooling 8r 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 % inch (6 mm). Maximum in one lift 1.5 inch (38 mm). ■ Application thickness: (with undiluted Latex R) Minimum % inch (3 mm). Maximum in one lift 1.5 inch (38 mm). f ■ Minimum ambient and surface temperatures 45OF (7°C) and rising at time of application. P ■ 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 Sikadur® Hi -Mod 32. PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS REAL) AND FOLLOW THE WARNINGS TN15) INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:/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. Sika and SikaRepairt are registered trademarks. Printed in Canada. Product Data Sheet Edition 9.23.2014 SikadurO 52 Sikadue 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 a low -viscosity, high -strength adhesive formulated specifically for grouting both dry and damp cracks. It conforms to the current ASTM C-881, Types I and II, 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 (Material and curing conditions @ 73'F (23'C) and 50% R.H.) RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life 2 years in original, unopened containers Storage Conditions Store dry at 40'-95'F (4'-35`C). Condition to 65'-75'F (18'-24'C) be- - fore using. Color Clear, pale yellow. Mixing Ratio Component'A': Component'B' = 2:1 by volume. Viscosity (Mixed) Approximately 200 cps. Pot Life Approximately 30 minutes. (60 gram mass) Tensile Properties (ASTM D-638) 14 day Tensile Strength 7,900 psi (54 MPa) Elongation at Break 3.1 % Modulus of Elasticity 2.0 X 101 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 D-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-648) 14 day 122-F (50'C) [fiber stress loading = 264 psi (1.8 MPa)] Water Absorption (ASTM D-570) 7 day (2 hour boil) 1.5% Compressive Properties (ASTM D-695) Compressive Strength, psi (MPa) 40'F' (4'C)* 73'F* (23'C)• 90'F• (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) DRIOR TO EACH USE OF ANY A PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNING9 ANE NSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DAT/ SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:IIUSA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE 'ARTMENT AT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION rO 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. C40 Compressive Modulus 28 days 3.5 x 101psi (2,400 MPa) ' Material cured and tested at the temperatures indicated. How to Use Surface Preparation 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 Cori 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 clean 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 clean 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 SikadurO 52 with steady pressure. Consult Technical Service for additional information. To seal slabs - Spread neat mixture of Sikadur® 52 over slab using a roller or squeegee, working material thoroughly into the substrate to ensure penetration. Coverage should be uniform. Coat interior slabs and above -grade exterior slabs only. Limitations ■ Minimum substrate and ambient temperature 40°F (4°C). ■ Do not thin. Addition of solvents will prevent proper cure. ■ 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 Trim) without consulting Technical Service. ■ Do not seal exterior slabs on grade. ■ Not an aesthetic product. Color may alter due to variations in lighting and/or UV exposure. ALWAYSPRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:/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 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 Slka 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:/IUSA.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 201 Polito Avenue Lyndhurst, NJ 07071 Sika Canada Inc. 601 DelmarAvenue Pointe Claire Sika Mexicana S.A. de C.V. Carretera Libre Celaya Km. 8.5 Fracc. Industrial Balvanera a' � lri�,4 a`��'Y Phone: 800-933-7452 Quebec H9R 4A9 Corregidora, Queretaro Fax:201-933-6225 Phone:514-697-2610 C.P.76920 P Fax: 514-694-2792 Phone: 52 442 2385800 Fax: 52 442 2250537 Sika and Sikadur arree'rreegistered trademarks. Printed in Canada. EMACO° P22 Description Emaco" P22 is a two -component polymer -modified cement -based coating. It protects the steel reinforcement in concrete from corrosion. It provides the dual protection of a polymeric barrier and an integral corrosion -inhibiting admixture. Yield One unit covers approximately 80 lineal ft (24 m) of 112" (1.25 cm) diameter 44 rebar, when applied in 2 coats to an overali thickness of approximately 80 mils. Packaging 3.96 lb (1.8 kg) unit consisting of 1.1 Ibs (0.5 kg) Part A and 2.86 Ibs (1.3 kg) Part B 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, Do not allow Part A :o freeze. 13 Protection and Repair Features • High bond strength • Not a bond breaker to reinforcing steel or concrete • Not a vapor barrier • High alkalinity level similar to concrete • Resistant to chloride and acidic gasses • Nontoxic • High -visibility color • Applies with a medium -hard brush Where to Use APPLICATION • Protecting structural reinforcing steel subject to corrosion • Where Emaco" cementitious repair materials will be applied • Bridges • Water -treatment facilities • Parking garages • Tunnels • Marine projects LOCAION • Horizontal, vertical, or overhead applications 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). ?,i[#{`+ii {.. r.!.�t;?"tom PRODUCT DATA 3 03930 Concrete Rehabilitation Benefits Excellent adhesion to reinforcing steel Ideal for patching and repairing Will not trap moisture Compatible with cementitious materials Reduces corrosion Environmentally friendly Helps ensure proper coverage Simple, fast application 3. For additional information, refer to international Concrete Repair Institute (ICRI) Surface Preparation Guidelines for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Oxidation (No.03730). Mixing Pour Component A (white liquid) into a pail. Slowly add Component B (orange -red powder), stirring constantly with a low -speed drill until the material becomes homogeneous and lump free. Application 1. Immediately after removal of the rust, coat the reinforcement completely with Emaco P22 coating using a medium -hard brush. 2. Apply two layers to achieve a iota! thickness of approximately 80 mils. The second layer can he applied as soon as the first is dry to the touch (about 30 minutes). 3. Patching mortars can be applied as soon as Ernaco� P22 is no longer tacky (approximately 30 minutes). Do not wait longer than 7 days to cover the treated rebar with the appropriate material. Clean Up Clean tools and hands with soap and water before product cures. After cured state, mechanicall,,,., remove material frorn tools. vi4vw. Degussa8uitdingSystems.com i,,15r'K.tC TON W PEPAO PnOnUC� UAI:, EMACQP22 Technical Data ,.omposition Emacc P22 is a two -co cemenrbased rebar coo Typical Properties COMPONENT Appearance Color Pot life, approximate 50` F (10` C) 70`' I (21' CI 85° `(29` C) Test Data mponent polymer -modified CONCRETE -TO -STEEL BOND STRENGTH (DEGUSSA PULL-OUT METHOD) ting. PROPERTY RESULTS Cure Time," psi (MPa) Smooth Rebar Deformed Rebar PART PART B MIXED lack free 280 (1.9) 380 (2.6) 7 Day 280 (1.9) 300 (2.1) Liquid Powder Slurry ----------------- — ------ Care time before embedding in concrete, Pull out tests taken after 28 days curing of concrete. White Orange- Orange- Propenies listed are typical and based on laboratory -tested samples red red Cracked Beam Test — 2 hrs — — 1 hr — — 30 ruin Emaco' P22 coating will provide exceptional corrosion protection for reinforcing st For Best Performance • `Minimum ambient temperature for application is '0' f i4� C) and rising. • Do not allow Part A to freeze. Once frozen, ?ar, A becomes unusable. temperatures above 90' F (32' C), pot life is �overely limited Do not wait longer thin Y days before applying cementitious repair products over Emacol P22. eel in cracked concrete, as demonstrated by macro -cell corrosion testing, shown below 120 100 80 N 60 40 20 0 Macro Cell Corrosion Activity Cracked Specimens 0 1 5 15 25 30 45 50 Time (weeks) -6 Emaco P22 -t Uncoated Rebar • Precondition these materials to approximately 10° F (21 o 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 between old concrete and new repair materials. Consult Degussa for information on bonding agents. • Make certain the most current vclsions of product data sheet and MSDS are being used; call Customer Service (1-800-433-9517) to verify the most current versions. • Proper application is the responsibility of the user. Field visits by Degussa personne' are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Health and Safety EMACO' P22 PART A Caution Risks May cause skin, eye or respiratory irritation. ingestion may cause irritation. Precautions OUT OE THE REACH OF CHILDREN. Avoid contact with skin, eyes and clothing. Wash thoroughly after handling. Keep container closed when not in use. DO NOT take internally. Use only vith adequate ventilation. Use impervious gloves, rye 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. First Aid hn 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 clothing. 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 listed by the state of California as known to cause cancer, birth defects, ,r other reproductive harm. VOC Content 0 ibs/gal or 0 g/L. EMACO"P22 PART 8 Danger Emaco" P22 Part B contains silica, crystaCine quartz, and Portland cement Risks Product is alkaline on contact with water and may cause injury to skin or eyes. Ingestion or inhalation of dust may cause irritation. Contains small amount of free 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 not in use. DO NOT take internally. Use only with adequate ventilation. Use impervious gloves, eye protection and if the TI.V is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable 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 clothing. 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 listed by the state of California as known to cause cancer, birth defects, or other reproductive harm. VOC Content 0 Ibs/gal or 0 g/L For medical emergencies only, call ChemTrec (1-800-424-9300). N413T PRCrECiitj%J e, REPAID ,PonuC'• EMACO` P22 AMA WAMWO The Chemical Company PRODUCT DATA 3 03 01 00 Maintenance of Concrete Description Emaco P24 is a relater -based epoxy-cementitious bonding agent. It will bond concrete and mortar up to 24 hours after application. Emaco' P24 is also used to coat and protect rebar. Yield One unit of Emaco' P24 bonding agent will yield 2.7 mixed gallons (10.2 L). The coverage is 80 ft-/ gallon (2.0 m'/L) at a thickness of 20 mils (0.5 mm). Packaging Emaco' P24 bonding agent is a 3-part system consisting of Part A: 0.42 gallons (1.6 L) epoxy resin Part B: 0.42 gallons 1,1.6 L) epoxy hardener Part C: 31 Ibs (14.1 kg) cementitious component 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 Part A or Part B freeze, discard. EMACO° P24 Features • 24-hour window 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 Now 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). 3. The surface should be saturated surface -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 Resulting from Reinforcing Steel Oxidation (No. 03730). Benefits Provides jobsite flexibility Environmentally friendly Additional protection for reinforcing steel Compatible with cementitious materials No measuring required Allows flexibility in forming and pouring procedures Facilitates proper coverage Mixing Pour contents of Part A and Part B into a clean mixing bucket and blend the 2 components for 2 minutes. Slowly add all of Part C. Never add agate(. Use a Jiffy paddle and a drill to properly mix the product. NOTE: Mix the entire unit; do not mix partial units. 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 reinforcement protection, the minimum thickness is 20 mils (0.5 mm) (2 coats of 10 mils [0.25 mmj each). Keep bonding agent protected in direct sunlight and in temperatures above 95' F (35 °C). Clean Up Clean up with soap and water. Dried material must be removed mechanically. I tea„ a- PRGT,i.CaOAJ 6 REPAS PRGGUCT DA,A EMACO` P24 Technical Data Composition EmacoP24 is a water -based epoxy- cementitious bonding agent. Test Data PROPERTY RESULTS TEST METHODS Pot life, mixed 150 g, ruin, 90 at 72' F (22' C) Working time, min, 30 at 72' F (22' C) Compressive strength, psi (MPa), 8,000 (55.2) ASTM C 109 28 days Flexural strength, psi (MPa), 1,000 (6.9) ASTM C 348 28 days Tensile bond strength, 14 days ACI 503R Open time, hrs Psi (MPa) 2 > 200 (1.4) 9 > 200 (1.4) 24 > 200 (1.4) Slant shear bond, 14 days ASTM 882. Open time, hrs Psi (MPa) 2 > 3,000 (20.7) 9 > 2,500 (17.2) 24 > 2,000 (13.7) Splitting tensile, psi (MPa), 28 days 1,000 (6.9) ASTM C 496 Test results are averages obtained under laboratory conditions. Expect reasonable variations Tensile Bond Strength According to ACI 503R at 28 days, Topping applied 12 hours after Emaco P24. 250 200 L O) d 150 rn 100 O fn 6t y 50 ~ 0 y t Competitive Emaco' P24 Systems For Best Performance • Substrate and ambient temperature must be from 40 to 950 F (4 to 35' C). • When Emaco'" P24 is used as a bonding agent for overlays or toppings, obtain best results by topping within G hours of application. • 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. • Protect from direct sunlight, wind, and other conditions that could cause rapid drying of material. • Make certain the most current versions of product data sheet and MSDS are being used; call Customer Service (1-800-433-9517) to verify the most current version. • Proper application is the responsibility of the user. Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Health and Safety EMACO` P24 PART A RESIN Warning Emaco° P24 Part A Resin contains epoxy resin and petroleum derivative. Risks May cause skin, eye, and respiratory irritation. May cause dermatitis and allergic responses. Potential skin and/or respiratory sensitizer. Ingestion may cause irritation. Precautions KEEP OUT OF THE REACH OF CHILDREN. Use only vdith adequate ventilation. Avoid contact with eyes, skin and clothing. Keep container closed when not in ,:;se. Wash thoroughly after handling. DO NOT take internally. 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. 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 clothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs of if swallowed, SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS) for further information. Proposition 65 MRT PRO ("CTION & REPAIR PRODUCT Dc,a EMAOO" P24 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 clothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs of if swallowed, 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 This product does not knowingly contain materials California as known to cause cancer, birth defects, or listed by the state of California as known to cause reproductive harm. cancer, birth defects, or reproductive harm. VOC Content 0 Ibs/gal or 0 g/L less water and 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. VOC Content 0 Ibs/gal or 0 g/L less water and exempt solvents when components are mixed and applied per manufacturer's instructions. EMACO"- P24 PART C Warning Emaco" P24 Part C contains silica, crystalline quartz. Portland cement, iron oxide, silica (amorphous), anhydrite, magnesium oxide, and calium oxide. Risks Product is alkaline on contact with water and may cause injury to skin or eyes. Ingestion or inhalation of dust may cause irritation. Contains small amount of free 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 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 applicable Federal, state, and local regulations. Product Data Sheet Edition 1.26.2017 SikWIArmate& 110 EpoCem Sika° Armatec° 110 EpoCem Bonding Agent and Reinforcement Protection Description Sika8 Armatec®110 EpoCem is a 3-component, solvent -free, moisture -tolerant, epoxy -modified, cemeptitious product specifically formulated as a bonding agent and anti -corrosion coating. _...------........_...__._..._._.........._......._...._........__........... _..... -------------- —_.. Where to Use ■ As a,n anti -corrosion coating for reinforcing steel in concrete restoration. ■ As added protection to reinforcing steel in areas of thin concrete cover. j ■ 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. ■ Excellent bonding bridge for cement or epoxy based repair mortars. ■ High strength, unaffected by moisture when cured. I ■ Spray, brush or roller application. ■ Non-flammable, solvent free. Coverage Bonding agent: minimum (theoretical) on smooth, even substrate 80 ft.2/gal. (=20 mils thickness). Coverage will vary depending on substrate profile and porosity. Reinforcement Protection: 40 ft.2/gal. (=20 mils thickness) (2 coat application). Packaging 3.5 gal. unit. (47.6 fl. oz. Comp. A + 122.1 fl. oz. Comp. B + 46.82 lb. Comp. C) Comp. A + B in carton Comp. C in multi -wall bag. 1.65 gal. unit. (22.7 fl. oz. A + 57.6 fl. oz. B + 4 bags @ 5.5 lb.) Factory -proportioned units in a pail. Typical Data (Material and curing conditions @ 73°F 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 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.' (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 10-15 ft./sec. Control 7.32 x 10-10 ft./sec. Water vapor diffusion coefficient N H2O 110 Carbon Dioxide Carbon dioxide diffusion coefficient p CO2 14000 TEST DATA: Time -to -Corrosion Study Sikaal1Armate& 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"nTE 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.COMI OR BY CALLING SIKA'S TECHNICAL SERVICE DE. PARTMENT AT 600.933.7452 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. Important Data for Sika® Armatec®110 as a Bonding Agent a 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): t Sika"' Armatec°' 110 Coated 625 psi (4.3 MPa) Epoxy Coated 508 psi (3.5 MPa) Plain Reinforcement 573 psi (3.95 MPa) How to Use Surface Preparation Cementitious substrates: Should be cleaned and prepared to achieve a laitance and contaminant -free surface i 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 Mixing Shake contents of both Component'A' and Component'B'. Empty entire contents of both Component'A' and Component 'B' 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. Application 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 well into the substrate to ensure complete coverage of all surface irregularities. Apply the freshly mixed patching mortar or concrete wet on wet, or up to the maximum recommended open time, onto the banding slurry. Maximum recommended open time between application of ArmateO 110 and patching mortar or concrete: 80°-95°F (26°-35°C) 6 hours 65°-79°F (18°-26°C) 12 hours 50°-64°F (10°-17°C) 16 hours 40°-49°F (4°-9°C) wet -on -wet a For corrosion protection only -Apply by stiff -bristle brush or spray at 80 ft.'/gal. (20 mils). Take special care to properly coat the underside of the totally exposed steel. Allow coating to dry 2-3 hours at 73°F, then apply a second coat at the same coverage. Allow to dry again before the repair mortar or concrete is applied. Pour or place repair within 7 days. Limitations ■ Substrate and ambient temperature: Minimum 40°F (5°C). ( ■ Maximum 95°F (35°C). 6; ■ Minimum thickness: As a bonding agent 20 mils. ■ For reinforcement protection 40 mils. ■ (2 coats, 20 mils each). ■ Not recommended for use with expansive grouts. ■ Use of semi -dry mortars onto Sika® Armatec®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. ■ 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 E possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur" Hi -Mod 32. PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WAR19INGS 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 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. 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 hftp://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:/IUSA.SIKA.COM/ OR BY CALLING 201-933-8900. Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicans S.A. de C.V. 201 Polito Avenue 601 Delmar Avenue CarreteraLibre CelayaKm.8.5 ldk, KIM Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera Phone: 800-933-7452 Quebec H9R 4A9 Corregidora, Queretaro kWINN w,,.. Fax:201-933-6225 Phone:514-697-2610 C.P.76920 wc1­1 Fax: 514-694-2792 Phone: 52 442 2385800 Sika and Armatec are registered Fax: 52 442 2250537 trademarks. Printed in Canada.