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St Anns Catholic-SP061005 STRILANj1 CONSTRUCTION, INC. 1Q ZER AVE., SI ItTE 109 DALLAS, TEXAS 75238 FAX / TRANSMITTAL DATE: 10/5/2006 TO: FRANK DALE CONSTRUCTION, LTD. 250 Bank Street Southlake, Texas 76092 Fax: 1 ( 817 ) 251 - 9295 RE: ST. Ann Catholic Church ATTENTION: Mr. Dan Davis We are sending you : Attached x Under Separate Cover ITEM # : COPIES: oti DESCRIPTION: M�J` # M-1 8 Ram Tool Supply 'h 1100 -Clear Series M-2 0ik 00`\°« 8 Slab on Grade & Paving Curing Compound FIBRE EXPANSION JOINT � a� # M-3 8 Expansion - Contraction Joint Filler .o .u.,61 NS Grout ")" # M-4 8 Grout for Column Bases Rezi -Weld 1000 Multi-Purpose Construction Epoxy These are : X for approval, please return 2 Remarks: M-1. Please review and approve; 1100 CLEAR Series for curing corn sound at slab on 'rade & Pavin.. M-2. Please review and a•.rove ; FIBRE EXPANSION JOINT for multi-.ur.ose, ex•ansion - contraction .oint filler. M-3. Please review and a••rove ; NS Grout for 'rout at column bases. M-4. Please review and a•.rove ; REZI-WELD 1000 as construction a•ox . Thank You, David H. Crenshaw Project Manager STRILAND CONSTRuuTION, INC. 10860 Switzer Ave., Suite 109 • Dallas, Texas 75238 (214) 340- 1811 Office (214) 340-8925 Fax SUBMITTAL # M-1 Date : October 5, 2006 Project : ST. ANN CATHOLIC CHURCH 180 Samuel Blvd. Coppell, Texas 75019 Sub-Contractor: STRILAND CONSTRUCTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 General Contractor : FRANK DALE CONSTRUCTION, LTD. 250 Bank Street Southlake, Texas 76092 Architect : PAGESOUTHERLANDPAGE 3500 maple Avenue, Suite 600 Dallas, Texas 75219 Owner: ST ANN CATHOLIC PARISH 180 Samuel Blvd. Coppell, Texas 75019 Supplier: RAM TOOLS 2323 Crown Road Dallas, Texas 75229 Specification Section : 03300-PART 2 PRODUCTS- Slab& Paving Curing Com ou Item : 1100 CLEAR Series p nd ASTM C 309, Type 1, Class A & B Manufacturer: W.R. Meadows : 1 (847) 214 -2100 Area Used : To be used for curing compound at : Slab & Reviewed by Striland Construction, Inc. Paving Curing Compound Project: St.Ann Catholic Church Spec. Section : 03300 PART 2 PRODUCTS- (Slab& Paving Curing Compound) This submittal has been reviewed for compliance with requirements of work and of Contract Documents" avid H. Crerishaw STRILAND CONSTRUCTION, INC. PRODUCT DATA W MEADOWS. EA OWVS. 03 3923 No. 370 Print Version Specification 1100-CLEAR Resin-Base, Water-Base Concrete Curing Compounds DESCRIPTION The 1100-CLEAR series of water-base concrete curing compounds is formulated from hydrocarbon resins and may be used on interior, exterior, vertical and horizontal concrete surfaces. Once applied, 1100-CLEAR forms a liquid membrane that retains an optimum amount of water in freshly placed concrete to allow complete hydration of the cement. NOTE: After approximately four weeks, the membrane begins to chemically break down. The membrane will eventually dissipate from the surface. This process usually takes another 3 to 5 weeks under normal traffic, exposure to UV and weathering conditions. The 1100-CLEAR series meets maximum volatile organic compound (VOC) content limits of 350 g/L for concrete curing compounds as required by the U.S. EPA Architectural Coatings oatin s g USES The 1100-CLEAR series has been used on both interior and exterior applications where aint resilient tile or resilient flooring was applied later. Because of the wide variety of coatings, paints, adhesives and toppings available, contact the manufacturer of the flooring system or subsequent coating or topping for application a small test application is always recommended. pproval over resin-based curing compounds. A FEATURES/BENEFITS • When properly applied, 1100-CLEAR produces an impermeable film which optimizes water retention. • • Furnished as a ready-to-use, true water-base compound. Produce hard, dense concrete...minimizes hair-checking, thermal cracking, dusting other defects. , g and • Enhances the functional capabilities of concrete by "sealing in" the performance assets of strength and long life. • Offer a compressive strength significantly greater than improperly cured concrete. • Increases tensile strength for greater resistance to cracking and surface crazing. • Improves resistance to abrasion and the corrosive actions of salts and chemicals. • Minimizes excessive shrinkage. • Can be applied quickly and easily with conventional commercial spray equipment. http://www.wrmeadows.com/wrm00029.htm 10/5/2006 • Formulations are also available with red fugitive dye added. • VOC compliant. SPECIFICATIONS ASTM C 309, Type 1, Classes A & B (Type 1-D also available) AASHTO M 148, Type 1, Classes A & B (Type 1-D also available) PACKAGING 5 Gallon (18.93 Liter) Pails 55 Gallon (208.20 Liter) Drums TECHNICAL DATA DRYING TIME: Dries in approximately 1 1/2 hours. Restrict foot traffic for at least four hours; 12 hours is preferable. FLASH POINT: Greater than 210° F (99° C). Application Tools Manual Sprayer Power Sprayer APPLICATION: Preparation...Application equipment must be clean and free of all previously used materials. Mixing...For optimum performance, gentle mixing or agitation is recommended. CAUTION: TO AVOID FOAMING, DO NOT MIX EXCESSIVELY. In the container, appears ivory in color; however, it dries to a clear, transparent coating with a very slight amber tint. Method of Application...Apply in a uniform film to horizontal surfaces as soon as the surface water disappears and the surface will not be marred by walking workmen. On vertical surfaces, apply promptly after the forms are removed. 1100-CLEAR may be applied with a typical commercial hand or power sprayer. Use a Chapin 8005 or equivalent spray tip that produces a flow of 1/2 gallon (1.89 liters) per minute under 40 psi (.276 Mpa) of pressure. Coverage...Approximately 200 sq. ft./gal. (4.91 sq. m/L). Clean up...Prior to drying, clean up can be accomplished with soap and water. Once dried, it will be necessary to clean up with mineral spirits or other suitable petroleum distillate. PRECAUTIONS KEEP FROM FREEZING. Do not apply if concrete temperature is less than 40° F (4° C). DO NOT MIX WITH COMPOUNDS CONTAINING SOLVENT- SEPARATION WILL OCCUR. DO NOT ADD OR DILUTE WITH ANY OTHER COMPOUND. SURFACE MAY DISCOLOR AND/OR YELLOW DUE TO OVER-APPLICATION. Do not apply paint, resilient flooring or any other subsequent coatings or toppings checking the specifications and securing approval from the manufacturer urer o te product being applied over 1100-CLEAR. A small test applicaiton is always recommended. If removal is g http://www.wrmeadows.com/wrm00029.htm 10/5/2006 necessary, use ULTRITEJ DEGREASER. HEALTH HAZARDS Direct contact may result in mild irritation. Refer to Material Safety Data Sheet for complete health and safety information. This material last updated August, 2006. LIB Q �I r M7i ALLY REV:CH ILECONCRETE g RFORMW4CEFRCOUCrg ' Top W.R. MEADOWS, INC. RO-Box 338•HAMPSHIRE.R.80140-0338 HAMPSHIRE, IL!CARTERSVILLE, GA/YORK,PA Phone:8471214-2300 d Fax:8474383-4544 FORT WORTH,TX I BENICIA,CA!POMONA,CA 3-B00-3d2 978 GOODYEAR,AZ!MILTON,ON I ST ALBERT,AB wwnv wrmeadnwa aom LIi IITED WARRANTY 0::k".:' ' ~W R.MEADOWS,INC_warrants at the time and place we make shipment,our material will be A. of good quality and will conform with our published specifications in force on the date of ft acceptance of the order."Read complete warranty.Copy furnished upon request. K• Disc Ia imer iti ,, bl. The information contained herein is included for illustrative purposes only,and to the best f knowledge,is accurate and reliable.W R.MEADOWS,INC.cannot however under any o our circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W R.MEADOWS,INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance.Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product.Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. httP://www.wrmeadows.com/wrm00029.htm 10/5/2006 • STRILAND CONSTKL JTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 (214)340- 1811 Office SUBMITTAL # M-2 (214)340-8925 Fax Date : October 5, 2006 Project : ST. ANN CATHOLIC CHURCH 180 Samuel Blvd. Coppell, Texas 75019 Sub-Contractor: STRILAND CONSTRUCTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 General Contractor: FRANK DALE CONSTRUCTION, LTD.Bank Street D. Southlake, Texas 76092 Architect : PAGESOUTHERLANDPAGE 3500 maple Avenue, Suite 600 Dallas, Texas 75219 Owner: ST ANN CATHOLIC PARISH 180 Samuel Blvd. Coppell, Texas 75019 Supplier: RAM TOOLS 2323 Crown Road Dallas, Texas 75229 Specification Section ; 03300-PART 2 PRODUCTS- Fiber Expansion Joint Item : SEALTIGHT-FIBER EXPANSION JOINT ASTM D 1751 - 1/4", 3/8", 1/2", 3/4",: W.R. Meadows : 1 1".(847)214 -2100 Area Used : To be used for : Multi-Purpose, Expansion -Contraction Joint Reviewed by Striland Construction, Inc. Project: St.Ann Catholic Church Spec. Section : 03300 PART 2 PRODUCTS- (Fiber Expansion Joint This submittal has been reviewed for compliance with requirements of work and of Contract Documents" David H. Crervshaw STRILAND CONSTRUCTION, INC. 1L1W i as•nva v • ., • PRODUCT ATA W. R.MEADOWS. S. 0.01110 0315 00 No. 320-F Print Version Specification 0 FIBRE EXPANSION JOINT Multi-Purpose, Expansion-Contraction Joint Filler Description FIBRE EXPANSION JOINT is composed of cellular and uniformly saturated with asphalt to assure fibers securely bonded Wherever a cost-effective joint filler is required, FIBRE I°ngevity. Manufactured and marketed by W.R. MEAD EXPANSION JOINT meets the JOINT is backed by over 70 years of proven application MEADOWS exe eaey 1930s, FIBRE EXPANSION FIBRE EXPANSION JOINT is versatile, resilient, ence. compressed to half of its original thickness, it will recover to a minimum 70% of its thickness. FIBRE EXPANSION JOINT nt flexible and non-extruding. When DINT will not deform, twist or break with normal on-the-job original handling. Breakage, waste and functional failure resulting from can cost you time, dollars and can result in a substandard callbacks can cost and rework expenses. However u m the use of inferior,generating fiber EXPANSION JOINT(a small xpenses of the total and finished n the purchase and installation of F gRrEating cost efficiency and functional success, far greater in proportion than cost) contributes to both the final Uses an its original cost. FIBRE EXPANSION JOINT is ideal for use on highways, streets, driveways, flatwork and scores of commercial and industrial Y , gets, airport runways, sidewalks, and vehicular traffic. applications subject to pedestrian Features/Benefits • Provides the ideal product for the majority of all expansion/ requirements. contraction joint • Non-extruding...versatile...offers a minimum 70% recove • This tough, lightweight, easy-to-use, semi-rigid joint filler i This to your requirements. recovery after compression. • Easy to cut...dimensionally stable...not sticky in s available in strips and shapes • Provides neat, finished joints requiring no trimming. mgr, or brittle in winter. • Often copied...but never equaled. • Remains the standard of the industry today...with over 70 satisfactory performance. years of proven and • Can be punched for dowel bars and laminated to thicknesses greater than 1". http://www.wrmeadows.com/wrm00009.htm 10/5/2006 Fiber S•ecifications and Size Information Conforms to or meets: (Specifications) Slab Standard Weight per 77 Widths Lengths 36", 48" Sq.Ft. • ASTM D 1751 1/4", 3/8", 1/2 • AASHTO M 213 3/4", 1" 10'(3.05 m • FAA Specification (6.4, 9.5, 12.7, (.91, 1.22m) Also available: (6.06 gbm=) Item P-610-2.7 19.1, 25.4mm) 5', 6', 12' • Corps of Engineers (1.5, 1.83, 3.66m) CRD-C 508 • HH-F-341-F, Type I Application Tool l Utility Knife Application FIBRE EXPANSION JOINT is positioned against the forms, at interrupting against abutting structures prior to the placement of concrete. FIBRE should be installed 1/2" (12.7 mm) below the concrete pting objects or columns, to accept the Xoint sealant.OINT to surface t Before sealing, slide SNAP-CAP® over the top of the expansion joint.to finish grade, as usual. When concrete is cured, insert a screwdriver SNAP-CAP, pull free and discard. Seal the joint with 1 t. Place the concrete and SOF-SEAL®for maximum protection from water infiltration, weathering through the top 1 with ion, at SPEC and d to assure SEAL® 3405 or function. (Refer to data sheet#220, 221, 224, 235.) i eatherin and to a proper TYPICAL APPLICATIONS use.'3•J 571.1E WALKS ' ,? I 17.NW wars •; y dy use .1 LYlILL3 Mil e � L�BG fNEEY 1.• anq btrEi[ ,y' 1 I�r3L NE r+rt?y Awl lava lsrYUKfuries II' V.1 '� .A. E' 3RJe'nc.t B ANO �'I ✓ M uSE A3 a 3i-L h.5"E u •�7R.r� # a� 'y s iN hH7MtS ' �7 f Sr. •. uANAnks I7�I.1s r:::- ti USt 7m1wEEN y . rxri�wlbs etc ''. 761 NEl 13 MO 1 CJHrS LM U.0"ttt F VS�A72A �A Y ;•. 7+(1A34.dID0 _ .- Ui+'el7 wEE'N VSt INC�jM:77ErE =emu KS '�� tmlx- tII: tSgM.iY+i*3 aiJ.7 hWL"/StM6AM.7 ■ + 11. aRfJ63 eu4.0rw5 "c'"A+s 3urr;re 7YG iiiie �� r771Ays,71°IatY&�`C NO JSE*..EEN -44)J3E AliL+L}y,9 ..t.l ' s.AES MO wALL3 7lAirm ertr AA'r5 ��1'g°4544'727Mk147 i'ts,7Ebrt*=iES NIb U�'IN 31C!'WALKS .,._ 3S77CYYwAY3 s - ___,a, \ This material last updated August, 2006. d \i° Tod http://www.wrineadows.com/wim00009.htm 10/5/2006 11L1W L<ay aaa.ya va. �v W. R. MEADOWS, INC. I?Q.t. 338 t HAMPSHIRE.9L B0144 0338 HAMPSHIRE,IL I CARTERSVILLE, GA/YORK, PA Phone:9471214-2740 A Fax:947is83.45e1d FORT WORTH,TX/BENICIA,CAI POMOh1A,CA ON 7--01.342 42 97 oom 7& www.wrtne GOODYEAR,AZ I MELTON, C /ST ALBERT,AB LIMITED'WARRANTY ,�� "W.R.MEADOWS,INC—warrants at the time and place we make shipment,our material will of good quality and will conform with our published specifications in force on the date l be acceptance of the order."Read complete warranty.Copy furnished u of Disclaimer 1�n r quest• The information,contained herein knowledge,is accurate and reliable.W MEADOWS,INC_cannot however under any purposes only;and to the best of our circumstances make any the use of this information.As W.R.MEADOWS,INC_has no contrpl over the use to which others y Y guarantee of results or assume any obligation or liability in connection product,it is recommended that the products be tested to determine if suitable for specific application and/or owinformation is valid in a particular circumstance.Responsibility remains with the architect or engineer, may contractor its owner for the design,application and proper installation of each o our ner for the products for application n application and ,contractor and assume all responsibilities in connection user the http://www.wrmeadows.comtwrm00009.htrn 10/5/2006 STRILAND CONSTRUL,TION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 (214) 340- 1811 Office (214)340-8925 Fax SUBMITTAL # M-3 Date : October 5, 2006 Project : ST. ANN CATHOLIC CHURCH 180 Samuel Blvd. Coppell, Texas 75019 Sub-Contractor: STRILAND CONSTRUCTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 General Contractor: FRANK DALE CONSTRUCTION, LTD. 250 Bank Street Southlake, Texas 76092 Architect : PAGESOUTHERLANDPAGE 3500 maple Avenue, Suite 600 Dallas, Texas 75219 Owner: ST ANN CATHOLIC PARISH 180 Samuel Blvd. Coppell, Texas 75019 Supplier: RAM TOOLS 2323 Crown Road Dallas, Texas 75229 Specification Section : 03300-PART 2 PRODUCTS- Item : NS GROUT Non-Shrink Grout ASTM C 109 for compressive strength Manufacturer: The Euclid Chemical Company p Y : 1 ( 800 ) 321 - 7628 Area Used : To be used for grout at : Non-Shrink Grout at Column Bases. Reviewed by Striland Construction, Inc. Project: St.Ann Catholic Church Spec. Section: 03300 PART 2 PRODUCTS- (Non-Shrink Grout ) "This submittal has been reviewed for compliance with requirements of work and of Contract Documents" David H. Crenshaw STRILAND CONSTRUCTION, INC. E EUCLID CHEMICAL COMPA E D 19218 REDWOOD ROAD•Cleveland,OH 44110 (216)531-9222•(800)321-7628•FAX(216)531-9596 www.euclidchemical.corn NS GROUT • • • • • • NON-SHRINK, NON-STAIN, NON-METALLIC NS GROUT is designed for critical use where high TECHNICAL INFORMATION strength, non-staining characteristics and positive expansion are required.It contains only natural aggregate Typical Engineering Data and an expansive cementitious binder. It is extremely The conditionstionswing results were developed under laboratory flowable,and when cured,appears similar in appearance . to concrete. FlowableCon�i to c PRIMARYAPPLICeT1AN� 1.0 gal/50 lb(3.8 liter/22.7 kg) • Pumps Flow Rate:ASTM C-939&CRD C-621 •Fans 120%Flow(flow table) •Motors Compressive Strength •Compressors 2"(50 mm)cubes(ASTM C-109 Modified*) •Generators ren th •Machine bases of all 3 days 5,000 psi (34 MPa) •Anchor bolts types 7 days 7,000 psi 14 days p (48 MPa) •Column baseplates y 8,000 psi (55 MPa) 28 days 9,000 psi (62 MPa) FEATURFa xist -, *See ASTM C-1107 Section 11.5&11.5.1-11.5.3 •Non-staining natural aggregate for better appearance Expansion •Non-shrink performance provides excellentbearing Tested in Accordance with CRD C-621 •Flowable and self-leveling 3 days .01% •High strength 7 days .06% •Appearance of plain concrete 14 days .06% •Does not contain any added chloride ions 28 days 06% Fl SPECIFICATION/C uidConc's MPLIANCES 1.2 gal/50 lb(4.5 liter/22.7 kg)taacy • Meets the requirements of CRD C-621, Corps of Engineers Specification for Non-Shrink Grout. Flow Rate:ASTM C-939&CRD C-621 Compressive•Shows positive expansion when tested in accordance 20 to 30 seconds(Flow Cone) with ASTM Specification C-1090, Standard Test 2"(50 mm)cues(ASTM C-109) Method forMeasuring Changes in Height of Cylindrical Specimens from Hydraulic-Cement Grout. Age Strength • Meets the performance requirements of ASTM C- 7 days 6 psi psi ( 1 MPa) 1107, "Standard Specification for Packaged D 14 da s (41 MPa) Hydraulic-Cement Grout(non-shrink)." ry' y 6,500 psi (45 MPa) •Meets ASTM C-827"Test method for early volume Expansion 7000 psi (48 MPa) of cementitious mixtures. Tested in Accordance with CRD C-621 Shelf Life:2 years in original,unopened package. 3 days .01% 7 days .06% 14 days .06% 28 days .06% Setting Time ASTM C-191 Initial Set 3 hrs 5 mins. Final Set 4 hrs 47 mins The Euclid Chemical Company is ISO 9001:2000 Certified UL File#A3129 m IIIM Criorparrl Appearance Placing NS GROUT sets more rapidly than plain NS GROUT is a free flowing powder designed to be mortars; therefore, place quickly and continuously. If mixed with water.After mixing and placing,the color may placing this product in hot weather,use of cold water will initially appear much darkerthan the surrounding concrete. increase the working time. While this colorwill lighten up substantially as the concrete cures and dries out,the grout mayalways appearsomewhat darker than the surrounding concrete. Curing and Sealing Proper curing procedures are important to ensure the durability and quality of the grout. PACmGING/YiFi n Wet cure the grout until the forms are stripped. Then, NS GROUT is packaged in 50 lb (22.7 kg) bags and cure the grout with a high solids curing compound,such yields 0.45 ft3(0.013 m3)of fluid grout when mixed with 1.2 as SUPER REZ-SEAL,SUPER FLOOR COAT or SUPER gal(4.5 liter)of water. AQUA-CURE VOX as described in the general grouting 50 lb(22.7 kg)of NS GROUT and 25 lbs(11.3 kg)of 3/ Application Instructions guide.Curing Compound must 8"(9.5 mm)pea gravel will yield approximately 0.60 ft3 be ordered separately. (_017 m3)of flowable consistency grout.Use pea gravel for CLEAN-1 e deep fills only. Clean tools and equipment with water before the DIRECTIONS FOR USE material hardens. The contractor and engineer are encouraged to consult PRECAUTIONSILIMITATtONs and review the Euclid Chemical bulletin "Application Instructions_CementitiousGrouting."The document offers •• not add any admixture orfluidiflers. instructions detailing the general installation of Euclid Proper curing is required. Chemical manufactured cement-based grout products. •as the temp nature diet hot weather grouting Note:If the contractor is not familiar with standard grout ator a temperatures a dry place g gpractices placement techniques,a pre job meeting is suggested to 'Store materials in a dry the project details unique to the particular job. rY place. Contact your local Euclid Chemical representative for • Do not allow to freeze until 4000 psi (27.6 MPs) is attained. additional information. •Do not use as a topping.information given here is offered in particular support pp(ng to the mixing and placing of NS GROUT.This information •Do not use material at temperatures that may cause should be used in conjunction with the Application Rate of strenzing. • Rate of strength gain is significantly affected at Instructions guide mentioned above. temperature extremes. Mixing: Consistency Estimated Water Content* Fluid 1.2-1.25 gal/50 lb bag(4.5 liter/22.7 kg) Flowable 1.0 gal/50 lb bag(3.8 liter/22.7 kg) Plastic .9 gal/50 lb bag(3.4 liter/22.7 kg) *Do not add water in an amount that will cause bleeding or segregation. More or less water may be required to achieve a 25 second floworthe desired placing consistency, depending on temperature and other variables.Do not add sand or cement to the grout since this action will change its precision grouting characteristics. Do not use this product ata flow cone rate of less than 20 seconds if checking flow rates on the job site(see CRD-C-611 ofASTM C-939 forflowcone method). Where NS GROUT will be placed at a thickness over 2"(50.8 mm),up to 25 lb(11.3 kg)of pea gravel may be added to each bag of grout.Note that the water demand to achieve a certain flow level of the groutwill change.Do not add sufficient waterto promote bleeding of the grout. .. rR'?l4 NS Grout-7.06 WARRANTY:The Euclid Chemical Company("Euclid')solely and expressly warrants that Ns products shall be free from defects in materials and workmanship for six(S)months from the date of purchase in writing by an officer of Euclid,no other representations or statements made by Euclid or its representatives in writing or orally,shall alter this warranty.EUCLID MAKES NO e.Unless OTHERWISE,AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE Euclid will replace the product at no cost to Buyer.Replacement of any product shah be the sob must be made within pro u)year co the date of the Replacement of any ducts does not sole and anyone WARRANTIES,A y IMPLIED OR instructions in its product literature and exclusive remedy available and b SAME Natty Euclid product fails to con mu are made for NI year from m th date of h Iabais claimed b ach.laEun id doelid nyone on its behalf to make any shall have no claim for ick in anr con tbarn with this information warranty, purposes. usfrafive Purposes onty antl do not constitute a wawa Products which fails to conform with such i '� rdten or oral statements wh(ch in an w is wa al damages.Any warrardy claim my or warranty alteration of any kind, lyr spon ble for det or inshu Y E attar pus uct installation e s inted intended Buyer shall be so instructions shall void this warranty.Product demonstrations,if solely responsible for determining the suitability of EucNd's products for the Btryer's intended STRILAND CONSTRUCTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 (214) 340- 1811 Office (214)340-8925 Fax SUBMITTAL # M-4 Date : October 5, 2606 Project : ST. ANN CATHOLIC CHURCH 180 Samuel Blvd. Coppell, Texas 75019 Sub-Contractor: STRILAND CONSTRUCTION, INC. 10860 Switzer Ave., Suite 109 Dallas, Texas 75238 General Contractor : FRANK DALE CONSTRUCTION, LTD. 250 Bank Street Southlake, Texas 76092 Architect : PAGESOUTHERLANDPAGE 3500 maple Avenue, Suite 600 Dallas, Texas 75219 Owner : ST ANN CATHOLIC PARISH 180 Coppell, Texas 75019 Supplier: RAM TOOLS 2323 Crown Road Dallas, Texas 75229 Specification Section : 03300-PART 2 PRODUCTS- Anchor Bolt Epoxy Item : REZI -WELD 1000 ASTM C 881, Type I, tl, IV, &V, Grade 2, Classes B & C Manufacturer: W. R. Meadows : 1 ( 847 ) 214 - 2100 Area Used : To be used for: Epoxy for Anchor Bolt connections in concrete. Reviewed by Striland Construction, Inc. Project: St.Ann Catholic Church Spec. Section : 03300 PART 2 PRODUCTS- (Anchor Bolt Epoxy) This submittal has been reviewed for compliance with requirements of work and of Contract Documents" David H. Crenshaw STRILAND CONSTRUCTION, INC. PRODUCT D ATA R. MEADOWS. 03 05 00 No. 390 Print Version Specification REZI-WELDTM 1000 MULTI-PURPOSE CONSTRUCTION EPDXY Description REZI-WELD 1000 is a medium viscosity, two-component, construction grade structural epoxy adhesive. It is moisture insensitive and resistant to many chemicals. High modulus, high strength REZI-WELD 1000 is color coded to assure proper mixing, self-leveling and easy to apply. As a neat mix, REZI-WELD 1000 is used to bond hardened concrete to fresh or hardened concrete. it can also be used to bond metals and other materials to hardened concrete. REZI- WELD 1000 is also used to secure metal anchors, bolts, rebars and dowels in concrete. Mixed with sand or aggregates, REZI-WELD 1000 may be used to patch spalls or defects in concrete. A thin film coating sprinkled with sand or grit, becomes a durable, non-skid pathway. Features and Benefits • Offers high-modulus, high-strength and self-leveling characteristics • Resists many industrial chemicals and is moisture insensitive • Easy-to-apply...may be sprayed • Furnished in unique, color-coded, unitized, pre-measured packaging to assure proper mixing...eliminates mishandling and mismatching components • May be extended with sand or aggregates to patch minor spalls and defects in concrete • Provides a non-skid interior topping when sprinkled with sand or grit Specifications ASTM C 881, Type I, II, IV& V, Grade 2, Classes B & C AASHTO M 235, Type I, II, IV& V, Grade 2, Classes B & C Various Departments of Transportation Approvals Packaging 1 Quart (.95 Liter) Unit 1 Gallon (3.79 Liter) Unit 2 Gallon (7.58 Liter) Unit 10 Gallon (37.9 Liter) Unit http://www.wrmeadows.com/wrm00057.htm 10/5/2006 1 .. Storage 65-95°F (18-35°C) Coverage 1 gallon neat yields 231 cubic inches APPLICATION FOR INDUSTRIAL AND PROFESSIONAL USE ONLY Surface Preparation... Mechanically abrade all surfaces to be bonded. All surfaces to be bonded must be free of standing water and completely clean of dirt, rust, curing compounds, grease, oil, paint and unsound materials which would prevent a solid bond. Vacuum or blow dust away with oil-free, compressed air. Smooth surfaces require sanding or other mechanical abrasion. Exposed steel surfaces should be sandblasted and vacuumed clean; if not possible, degrease the surface and use sandpaper or a wire brush to reveal continuous, bright metal. Mixing...Condition all components to 60-85° F for 24 hours prior to use. Use the double boiler method or store material in a warm room prior to application. Pre-mix each component. Mechanically mix at slow speed (600-900rpm) using a drill and Jiffy Blade or drum mixer for 3 minutes or until completely mixed while scraping the sides to ensure complete blending of components. The mixed product should be uniform gray in color and not show streaks. Avoid air entrapment. Mix only very small quantities by hand for a minimum of 3 minutes or until sufficiently blended together using the supplied stirring stick. Scrape sides of the container to ensure complete blending of the components. Mix only the amount of epoxy that can be applied within the product's potlife. Potlife will decrease as the ambient temperature and/or mass size increases. BONDING FRESH CONCRETE TO HARDENED CONCRETE OR HARDENED CONCRETE TO HARDENED CONCRETE...Use a stiff masonry brush or airless spray equipment to apply a layer of mixed epoxy to concrete surfaces. Application rate should be 85-100 square feet per gallon (20 mils). Place fresh or hardened concrete to mixed REZI-WELD 1000 prior to epox y adhesive becoming tack-free. If REZI-WELD 1000 becomes tack-free prior to application of fresh or hardened concrete, consult a W. R. MEADOWS representative. NOTE: Cured concrete is defined as concrete that has achieved a minimum 80 percent of designed compressive strength. OTHER BONDING...To bond metal to concrete, apply a layer of the adhesive at 85-100 square feet per gallon (20 mils) to the prepared surfaces and join immediately. Clamping pressure, beyond what will hold parts in place, is not necessary. AGGREGATES FOR EPDXY-RESIN MORTARS...Combine clean, dry aggregates to freshl y g mixed epoxy in ratio of one part epoxy to one to four parts of dry, clean graded aggregate b volume. A rotary drum mixer with a stationary paddle is recommended for blending aggregates an epoxy. Apply a thin coating of aggregate-free epoxy to the prepared surface as a rimer. Patch thickness should not exceed 2" (50.8mm) per lift. p METAL ANCHORS IN PREFORMED HOLES IN CONCRETE...Preformed holes should be approx. 4" (6.35mm) larger in diameter than the anchor bolt diameter. The depth of the hole should be 10-15 times the bolt diameter. Fill the hole from the bottom up, about half wa y, with mixed epoxy and place the bolt, dowel or rebar. Top off with more epoxy and finish. All anchoring or doweling configurations must be approved or designed by an engineer. http://www.wrmeadows.com/wrm00057.htm 10/5/2006 INTERIOR NON-SKID TOPPING...Apply mixed epoxy at a rate not to exceed 80 square feet per gallon. Spread sand thinly over wet epoxy and embed the grains with a mohair roller. For heavy coverage, apply a layer of sand or grit over the epoxy and allow it to set. Blow excess sand away. NOTE: REZI-WELD 1000 IS NOT TO BE USED AS A FLOOR COVERING OR PROTECTIVE TREATMENT. TECHNICAL DATA* The following physical properties were determined at a 1:1 mix ratio of A: B by volume, cured at 77°F (25°C)& 50% RH Test Method Actual Required per ASTM C 881-99,TYPE IV Gel Time Per ASTM C 881-99' 37 minutes Minimum 30 minutes Viscosity Per ASTM D 2393 Mixed 3,500 cps Maximum 10,000 cps Compressive Strength Per ASTM D 695-96' @ 1 day 10,000 psi(70 MPa) Not Required @ 7 days' 12,500 psi (79 MPa) Minimum 10,000 psi (70 MPa) Compressive Modulus Per ASTM D695-96' 530,000 psi (3655 @ 7 Days MPa) Minimum 200,000 psi (1,400 MPa) Slant Shear Bond Strength Per ASTM C 882', Moist Cured ©2 days(Old to Old Concrete) 1,250 psi (8.6 MPa) Minimum 1,000 psi(7.0 MPa) @ 14 days(Old to Old Concrete) 1,900 psi (13.1 MPa) Minimum 1,500 psi(10.0 MPa) @ 14 days(New to Old Concrete) 2,100 psi (14.5 MPa) Minimum 1,500 psi(10.0 MPa) Tensile Strength Per ASTM D638-98' @ 7 days 7,250 psi (51 MPa) Minimum 7,000 psi(48 MPa) Tensile Elongation Per ASTM D638-98' @ 7 days 1.5% Minimum 1% Heat Deflection Temp. Per ASTM D648-98' @ 7 days 135°F(57°C) Minimum 120°F(50°C) Linear Coefficient of Shrinkage Per ASTM D2566' @ 7 days 0.002 Maximum 0.005 Water Absorption Per ASTM D570-98' @ 7 Days 0.41%w/w Maximum 1.0%w/w *All technical data is typical information, but may vary due to testing methods, conditions and operators. ' Independent reports are available upon request. Colors: Part A...White Part B...Black Mix ratio: 1:1 by volume Pot life: 35 -45 minutes at 77°F Cure time: 7 days at 77°F Shelf life: 1 year in unopened container CLEAN UP Clean tools and equipment immediately with Toluene or Xylene. Clean equipment away from all ignition sources and avoid breathing vapors or allowing epoxy-containing solvent to contact skin. Should this material come in contact with the skin, wash thoroughly with soap and water, not solvent. PRECAUTIONS http://www.wrmeadows.com/wrm00057.htm 10/5/2006 i“..Jua ••i+.-iv a...... DO NOT DILUTE. Mix complete units only. Not recommended for use when concrete temperature has been below 40°F (4°C) for the past 24 hours. Do not use to seal cracks under hydrostatic pressure. Do not warm epoxy over direct heat. SAFETY AND TOXICITY Unused epoxy will generate excessive heat, especially in large quantities. Unused epoxy should be mixed with dry sand in the container to help lower heat. Refer to material safely.data sheet for complete health and safety information. This material last updated April, 2004. Top W.R. MEADOWS, INC. HAMPSHIRE,lL!CARTI=RSV[LLE,OA1YC3Rl{, PA P_4.na:c 336 HAMPSHIRE.-2100• a IL/6834544 FORT WORTH,Tx J BENICIA,CA/POMONA,CA Phone:84T121d-2440•Fax:6dTI6B3.4544 : 4-800-342.6876 GOODYEAR,AZ f MILTON,ON I St ALBERT,AB www wrmeadowa.corn LIMITED WARRANTY r R.MEADOWS,INC_warrants at the time and place we make shipment,our material will be r ., . of good quality and will conform with our published specifications in force on the date of acceptance of the order."Read complete warranty.Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable. R.MEADOWS,INC.cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W R.MEADOWS,INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application andlor our information is valid in a particular circumstance.Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product_Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith- http://www.wrmeadows.com/wrm00057.htm 10/5/2006