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Lecesse O and Ms - Division 03
LECESSE CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Spec Section Title: Cast In Place Concrete Submittal Title: Waterstop PD Subcontractor:Catenary Construction Corp Primary Contact: William Farmer Phone Number: 585-454-4140 Supplier/Manufacturer: Southern Metal If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 033100-2.1N Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp CONTROLLED EXPANSION WATERSTOP Unlike many of the traditional clay -based products, Southern's Water-Tite will not expand to a point that the waterstop itself is destroyed. In -field experience has proven that products, which continually expand, lose much of their structural integrity and begin to wash away when subjected to a constant flow of water. The controlled expansion properties engineered into Water-Tite reduce the internal pressures created in cast -in-place applications. Internal pressures can cause spalling in foundations and wall structures. 1 of 2 Water-Tite is formulated with bentonite, a hydrophilic material into a rubber base creating a controlled, moisture -activated sealant. Water-Tite has the structural integrity of a rubber -base sealant as well as the ability to create a self -healing joint material. Typical applications for Water-Tite include: • Manholes • Box culverts • Concrete pipes • Storage tanks • Manure pits • Slabs • Parking garages • Retaining walls • Tunnels PHYSICAL PROPERTIES Description Method Result Color Specific Gravity ASTM D-71 1.35 + 5% Hydrocarbon ASTM D-4 47% min. Content Volatile Matter ASTM D-6 1% max. Penetration, cone at 77°F, 150 gm; ASTM D-217 40 + 5% 5 sec. Black Application -10°F to Temperature 125°F Service -30°F to Temperature 180°F 03 3i D 2j t4 Water-Tite Waterstop when used in conjunction with Water-Tite Primer, provides unsurpassed protection in NON-MOVING CONSTRUCTION JOINTS. Water-Tite is available in two sizes: 3/4" X 1" X 16'8" rolls 6 rolls (100 Ift.) per carton 3/8" X 3/4" X 25' rolls 6 rolls (150 Ift.) per carton METAL & PLASTIC PRODUCTS St. Louis, MO 63122 Phone (800) 325-3597 www.SoMetals.com WIt 2 of 2 Controlled Expansion Waterstop Installation Guide HOW TO APPLY WATER-TITE WATERSTOP ON POURED -IN-PLACE STRUCTURES: 1. Carefully brush off all dust and debris and apply a coat of an appropriate primer to the area where the Water-Tite is to be placed on the standing structure member 2. Using moderate hand pressure, with the heel of the hand press a continuous bead of Water-Tite Waterstop firmly into position on the standing structure. Check to be sure that the sealant has bonded to the primed area. 3. Peel the protective backing from the exposed side of the Water-Tite Watestop. Knead the overlapped ends together to form a continuous, uninterrupted gasket. 4. Pour the mating structural member into position. NOTE: WHEN INSTALLING WATER-TITE ON POURED - IN -PLACE STRUCTURES, ALWAYS REMEMBER THE FOLLOWING CONSIDERATIONS: 1. Place Water-Tite Waterstop so it is within the outer 2" of any vertical or horizontal joint. This usually occurs on the inside edge of the rebar extension. If a keyway is formed, place the Water-Tite into the formed keyway area. 2. Always use an appropriate Primer to avoid dislocation of the Water-Tite during concrete placement. 3. It may be necessary to utilize masonry nails to hold the Water-Tite in place in vertical joints. Space nails on 12" centers. HOW TO APPLY WATER-TITE TO PRECAST STRUCTURES: 1. Carefully brush off all loose dust and dirt. 2. Always use and appropriate Primer on both mating surfaces 3. Apply Water-Tite to lap joint or tongue & groove joint in the location where the maximum compression is expected to occur. 4. Using moderate hand pressure, with the heel of the hand press a continuous bead of Water- Tite Waterstop firmly into position on the structure. Check to be sure that the sealant has bonded to the primed areas. 5. Peel the protective backing from the exposed side of the Water-Tite Watestop. Knead the overlapped ends together to form a continuous, uninterrupted gasket. 6. Assemble mating precast members into position. WATER-TITE WATERSTOPS ARE NOT SUITABLE FOR MOVING JOINTS IN CONCRETE. IT IS THE USER'S RESPONSIBILITY TO DETERMINE THE SUITABI T a METAL & PLASTIC PRODUCTS _ITY OF THE PRODUCT FOR A SPECIFIC APPLICATION. ST. LOUIS, MO 63122 PH 800-325-3597 www.SoMetals.com 04/09 REVIEW STATUS T.G. Miller, P.C. Engineers and Surveyors REVIEWED APPROVED APPROVED AS NOTED REVISE/RESUBMIT REJECTED/RESUBMIT Review for conformance with Contract Documents. Approval does not authorize changes to the Contract Documents. Any deviation from the Contract Documents must be noted. By:____________________ Date:________________ 10-16-14 1 LECESSE CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Spec Section No: 035413-2.1A Submittal No: Revision No: RO Sent Date: 10/8/14 Required From Sub: 10/8/14 Approved By Architect: Spec Section Title: Concrete Submittal Title: Gypsum Underlayment (gyperete) PD Subcontractor: Henderson Johnson Primary Contact: Steve Poplarski Phone Number: 315-479-556 Supplier/Manufacturer: Maxxon If this box is checked this submittal may differ from the plans and specs because there is a n contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp 0 AUTHORIZED DEALER SUBMITTAL PROJECT INFORMATION PROJECT REFERENCE #: PROJECT NAME: Stone Quarry PROJECT LOCATION: SUBMITTAL #: REVISION #: DATE SENT: Wednesday, October 08, 2014 DOCUMENTS ATTACHED SUBMITTED BY NAME: Steve Poplarski COMPANY: Henderson -Johnson Company ADDRESS: 918 Canal Street Syracuse, NY 13210 PHONE #: E-MAIL: spoplarski@hjcoinc.com Gyp -Crete 2000®/3.2K (Sales/Tec) Gyp -Crete 2000®/3.2K (MSDS) Procedures Guide (Sales/Tech) Building Conditions (Sales/Tech) O NOTES Cy RESPONSE OF SPECIFIER Signature: Date: another superior product from ON TOUGHER, FASTER DRYIN GYP -CRETE /GYP -CRETE 2000®/3 .2K 2,000 - 3,200 PSI With Gyp -Crete 2000/3.2K, we raised more than the compressive strength — we raised the bar on underlayment performance. Gyp -Crete 2000/3.2K delivers compressive strengths between 2,000 psi (13.8 MPa) and 3,200 psi (22.1 MPa), enhanced resistance to surface abrasion, and faster drying time. It's ideal for use over wood subfloors in single family, light commercial and multifamily construction, as well as renovation projects. Its shrink crack -resistant surface provides a perfect base for practically any floor covering. Gyp -Crete 2000/3.2K is poured to a minimum of 3/4" (19 mm) over wood. By varying the depth, your applicator can correct a floor that has sagged out of level, and compensate in areas requiring smooth transitions between floor coverings of different heights. With application rates up to 40,000 square feet (3,716 m2) in a single day, Gyp -Crete 2000/3.2K can match the most ambitious construction schedule. Following application, it can be walked on within 90 minutes. By the next day it easily withstands the GYP -CRETE 2000/3.2K0 Always a "Green" Building Material punishment of construction activity. And unlike lightweight concrete, Gyp -Crete 2000/3.2K won't shrink crack. Gyp -Crete 2000/3.2K is always a "green" building material, manufactured with recycled content. It is also GREENGUARD Gold Certifed. Gyp -Crete 2000/3.2K also enhances sound control by: • Sealing perimeter cracks, preventing sound leaks from room to room • Stiffening the floor, virtually eliminating squeaky floors and nail pops • Muffling sound transmission, despite its light weight Builders and owners alike appreciate Gyp -Crete 2000/3.2K because it won't warp or delaminate like plywood. Its noncombustible gypsum content also enhances fire safety, by slowing the spread of fire and helping prevent smoke leaks. FLOOR UNDERLAYMENT TECHNICAL DATA Compressive Strength Typical range of 2,000 psi to 3,200 psi (14 MPa to 22 MPa) "K" Factor 5.15 Btu•in/(h•ft2• °F) (.7416 W/[m•°C]) Specific Heat 0.222 Btu/(Ib•°F) at 85 °F (.9301 kJ[kg• °C] at 29.44 °C) Weight At 3/4", less than 7.2 lbs/sq ft (At 19 mm, less than 35.2 kg/m2) Dry Density 115 lbs/ft3 (1840 kg/m3) Point Loading Typical loading of up to 2,500 lbs on a 1" (1 135 kg on a 25.4 mm) diameter disc Fire Performance ASTM E-84 Fuel Contribution 0 Smoke Density 0 Flame Spread 0 VOC Emissions GREENGUARD Gold Certified INSTALLATION METHODS Consult your authorized Maxxon dealer for the appropriate mix design and compressive strength to meet the needs of your project. The minimum thickness of Gyp -Crete 2000/3.2K over wood subfloors varies with the type of floor system used. See chart below. Minimum wood frame construction is agency -approved 19/32" (15 mm), 40/20 veneer and nonveneer subfloor panels. Preferred wood frame construction is 3/4" (19 mm) Gyp -Crete 2000/3.2K over 3/4" (19 mm) tongue -and -groove, agency - approved subfloor with joists, truss or beam spacings of 16" to 24" (406 mm to 609 mm) o.c. Over concrete, the minimum thickness of Gyp -Crete 2000/3.2K is usually 1/2" (13 mm). However, the 1.4 mix design can be featheredged. In wood renovation, Gyp -Crete 2000/3.2K is installed at a minimum depth of 3/4" (19 mm). Continuous ventilation and adequate heat should be provided to rapidly remove moisture from the area until underlayment is dry. The general contractor must supply mechanical ventilation and heat if necessary.* Under the above conditions, 3/4" (19 mm) thickness drying time is usually 5 to 7 days. Reference the Building Conditions Guide for complete installation guidelines. Gyp -Crete 2000/3.2K requires a floor covering. Contact your authorized dealer for recommendations for adhering floor goods. Or call or write for a copy of the Maxxon brochure Procedures for Attaching Finished Floor Goods to Maxxon Underlayments. It is the responsibility of the floor goods installer to determine the compatibility of their product with a particular floor underlayment. LIMITATIONS 1. The typical maximum depth of Gyp -Crete 2000/3.2K is 3" (76 mm). For depths greater than 3" (76 mm), contact an authorized dealer. 2. Gyp -Crete 2000/3.2K may be scheduled before or after installation of drywall. *DRYING CONDITIONS Maxxon Underlayments are inorganic and provide no source of nutrients to sustain mold growth. Prolonged contact of moisture with other construction materials, however, can result in mold growth. To avoid growth of mold on construction materials such as wallboard, drywall compound and even dust, it is vital to maintain a low relative humidity both before and after placement of Maxxon Underlayments. The general contractor must provide and maintain correct environmental conditions to keep the building clean and dry, and protect against infestation of moisture from a variety of potential sources. Moisture can be introduced by other trades through spillage, tracked in mud and rain, plumbing leaks, etc. Often stored in damp conditions, building products may arrive on site laden with moisture that releases after installation. Outside sources such as rain, snow, wind, etc. can also increase moisture levels. Controlling moisture levels in the building, through appropriate trade sequencing and prevention of potential damage by other 3. All materials above crawl spaces must be protected by a vapor barrier. 4. During construction, place temporary wood planking over underlayment wherever it will be subjected to heavy wheeled or concentrated loads. 5. Gyp -Crete 2000/3.2K is not designed to be installed on or below grade, except over well -drained structural substrates. 6. Gyp -Crete 2000/3.2K cannot resist stresses caused by structural movement. 7. The structural floor should be adequate to withstand design loads with deflection limitations of L/360. The structural subfloor and floor joist must both comply with manufacturers' maximum span criteria. Typically a deflection limitation of L/360 is adequate for Maxxon Underlayments. Some floor coverings may require a stiffer floor system. Maxxon Underlayments are non-structural and therefore cannot be expected to reinforce structurally deficient subfloors. Necessary allowances should be made for expected live, concentrated, impact, and/or dead loads including the weight of finished floor goods and setting beds. 8. Additional consideration should be taken for concentrated/dynamic loads. U.S. building codes typically specify a uniform live load of 40 pounds per square foot for residential floor designs. This load is intended to account for large loads that can occur in a building. In reality these loads are not uniform, but rather consist of items such as furniture and appliances that actually induce concentrated loads far exceeding 40 lbs per sq ft. Rolling concentrated loads such as office chairs, wheelchairs, and motorized scooters add turning, twisting, and repetition, which should also be taken into consideration. Determining the appropriate structural design of the floor is not the responsibility of Maxxon nor the Maxxon applicator. 9. Gyp -Crete 2000/3.2K should not be used for exterior application, or where it will come in prolonged contact with water. 10. Gyp -Crete 2000/3.2K should not be directly applied to a plastic vapor barrier. 11. Maxxon Underlayments are "breathable" and not a vapor barrier. The general contractor, architect, specifier, or building owner shall test slabs -on -ground or elevated slabs for MVER (ASTM F 1869) or RH (ASTM F2170). If the MVER or RH of the concrete substrate exceeds the floor covering manufacturer's respective requirements for the finished flooring system, the concrete must be treated with a moisture vapor barrier, such as Maxxon DPM or Maxxon MVP, before installation of a Maxxon Underlayment. ACOUSTICAL PERFORMANCE The acoustical performance of all Maxxon Underlayments is similar. Visit www.MaxxonCorporation.com or contact Maxxon Corporation for reports. CODE LISTINGS ICC -ES Evaluation Report ESR -2540 and UL ER 8477-01 for fire and sound code. Contact Maxxon Corporation for major city approvals. GREENGUARD Certified and GREENGUARD Gold Certified. trades, is the responsibility of the general contractor. The general contractor must supply mechanical ventilation and heat if necessary. These controls bolt under the scope of work of the general contractor - not Maxxon Corporation or the Maxxon Underlayment installer. See Maxxon's Building Conditions Guide for additional information. TESTING Compressive strength testing must be performed in accordance with modified ASTM C472. Before independent sampling, contact the Maxxon Corporation quality control department to ensure that proper procedures are followed. WARRANTY Maxxon Corporation warrants Gyp -Crete 2000/3.2K Floor Underlayment to be free from manufacturing defects as defined in this warranty. Manufacturing defects are considered to be those defects that occur due to the qualify of the Gyp -Crete 2000/3.2K ingredients or from the manufacturing process itself. This warranty does not include labor costs and other costs or expenses associated FIRE/SOUND RATINGS Evaluation Reports Meetng 16 end sound code together Accepted bytomlbuil* ofFimisArfireandsandcode (opiate, askew Repot ere sednimlrepab which seJy ihatspecific !adds neer the lmowig rode tn7reefim c dllemrtregulaaryryron .. Minor code reader entr Sound - Sg SIE/Ix, En -1 Rea International Code Council ICC ESR #2540 For the following assembly types: • Parallel Chord Truss • I -Joist • Precast • 2x10 Wood Truss • Steel Joist Concrete Additional ICC ES Reports: ESR 11141, ESR 11153, 155 11774 Underwriters Laboratory International UL ER #8477-01 Fm the following assembly types: • Parallel Chord Truss • Hoist • Steel Joist • 2x10 Wood Truss • Hambro • Precast Concrete FIRE RATINGS UL Design G524 G561 J917 J919 J920 J924 J927 1931 J957 J958 J991 J994 1006 L201 L202 1206 1208 1209 L210 L211 L212 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 151 1 1512 1513 1514 1515 1516 1517 1518 L519 1520 1522 1523 1524 1525 1526 1527 1528 1529 1530 1532 1533 1534 1535 1536 L537 1538 M508 1539 M510 1540 M5I1 1541 M513 1542 M514 L543 M515 L545 M517 1546 1581 M518 1547 L583 M519 1549 1585 1551 1552 1556 L557 1558 1560 1562 1563 1564 1565 1567 1569 1570 1571 1573 1574 1576 1577 1579 1588 1589 1590 1592 1593 M500 M502 M503 M504 M505 M506 M507 ULC Design 1530 1511 M501 M520 1003 1512 M503 M521 1201 M500 M514 LEEDINFORMATION For information regarding how Gyp -Crete 2000/3.2K may contrib- ute toward points for LEED project contribution, contact your Regional Representative at (800) 356-7887 or visit www.maxxon.com/go_green. SUBFLOOR TRUSS, BEAM OR GYP -CRETE 2000/3.2K THICKNESS JOIST SPACING MINIMUM THICKNESS 19/32" (15 mm) [5/8"] 19/32" (15 mm) [5/8") 23/32" (18 mm) [3/4"] 16"-19.2" o.c. (406-487 mm) 19.2"-24" o.c. (487-610 mm) 16"-24" o.c. (406-610 mm) 3/4" (19 mm) 1" (25 mm) 3/4" (19 mm) with the removal or installation of Gyp -Crete 2000/3.2K. Because Maxxon Corporation does not perform the actual Gyp -Crete 2000/3.2K installation, it cannot be held responsible for the results of the application. Maxxon Corporation specifically disclaims problems that occur due to weather conditions, structural movement, structural design flaws and application techniques. This warranty is in lieu of all other warranties expressed or implied including the warranty of merchantability and fitness of purpose and of all other obligations or liabilities on Maxxon Corporation's part. Maxxon Corporation neither assumes nor authorizes any person to assume for Maxxon Corporation any liability in connection with the sale and installation of Gyp -Crete 2000/3.2K Floor Underlayment. Another superior product from: Maxxon° Corporation • 920 Hamel Road • P.O. Box 253 Hamel, MN 55340 USA • 763-478-9600 • Fax: 763-478-2431 U�anaemiriters Laboratories Inc.' Listed For more info: 800-356-7887 Email: info@maxxon.com www.Maxxon.com MADE IN THE USA tn, GYP -CRETE FLOOR UNDERLAYMENT THE MAXXON GREEN MARK Moxxon products with Ihis symbol may help contribute toward points ar LEED prorecr cert/,cerium n71187-7014 Mayan rnmnmnnn 811 Rinht< R,veel avn6e.te 7888/375,045,15,051 155, 05 mni<tASd 5de505c of Mnrvnn rmmnmtinn HnmeI MN IIS5 Printwl in th, I ISA 18781 S TA5a6-6570 R/14 for Attaching Finished Floor Goods to Maxxon° Underlayments Maxxon Floor Underlayments are smooth and dense enough to receive all types of finished floor materials. Before, during, and after installation of a Maxxon Underlayment, building interior shall be enclosed and maintained at a temperature above 50 °F (10 °C) until structure and subfloor temperatures are stabilized. Maxxon Underlayments are inorganic and provide no source of nutrients to sustain mold growth. The general contractor must provide and maintain correct environmental conditions to keep the building clean, dry, and protected against infestation of moisture from a variety of potential sources. Controlling moisture levels in the building through appropriate trade sequencing and prevention of potential damage by other trades is the responsibility of the general contractor. The general contractor must supply mechanical ventilation and heat if necessary. These controls fall under the scope of work of the general contractor — not Maxxon Corporation or the Maxxon Underlayment installer. See the Building Conditions Guide for more drying conditions. Provide mechanical ventilation if necessary. Under the above conditions, a 3/4" (19 mm) thick underlayment is usually dry in 5 to 7 days. Low temperatures or high humidity will lengthen the drying time. If any gouges or nicks occur from construction traffic, contact your Maxxon dealer for repair procedures. To ensure the most effective bonding possible, the following steps are recommended. 1 — CHECK FOR DRYNESS Follow ASTM F2170, Standard Test Method for Determining Relative Humidity in Concrete Floor Slab Using in situ Probes by using the Rapid RH by Wagner Electronics. The Rapid RH is an accurate relative humidity probe that significantly decreases the time it takes to measure moisture. Follow the respective floor goods manufacturer's recommendations for relative humidity requirements. For example, most flooring manufacturers typically require RH not exceeding 75-80%. Moisture meters can be used to determine approximate Moisture Content (MC) and determine where to place RH tests. When a moisture meter is required use a pin invasive type such as a Delmhorst model G-79 or Delmhorst BD2100. (On the model BD2100, make sure you are on Scale 3 "gypsum," then use the digital display only, do not use the color coded LED indicators). In pours over 11/2" thick, use insulated pins in drilled holes at various points and thicknesses. Check with the floor goods manu- facturer's recommendations for moisture content — typically 5% or less on the above meters. Perform additional tests if necessary. Maxxon Corporation and ASTM F1869, Good ventilation is necessary. Open windows until underlayment is dry. Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride, do not condone the use of calcium chloride tests to determine moisture content in Maxxon Underlayments. Based on our experience and test comparisons the calcium chloride test generates erroneous data. This is due to the fact that Maxxon Underlayments are porous and the calcium chloride absorbs moisture from the air through the underlayment. Maxxon Underlayments shall be completely dry before a floor covering adhesive is applied. 2a — APPLY MAXXON OVERSPRAY DILUTION RATE Maxxon Overspray — 4 parts water to 1 part overspray. Porosity of the floor is a prime factor in the drying rate of adhesives. This porosity factor may reduce the effective adhesive open time. An application of Maxxon Overspray will minimize the porosity factor. Before priming, test the underlayment for dryness. The underlayment must be fully dry before priming. After diluting per the above rate, spray or roll the Maxxon Overspray at a rate of 300 sq. ft. (27.87 m2) per gallon of mix. Make certain the surface to receive the Overspray is free of mud, oil, grease and other contaminants. For maximum results, the Overspray is applied about 1-2 hours prior to adhesive application. Latex adhesives will not achieve maximum bond until moisture has dissipated. (Note: Level -Right® FS -10 and Level -Right' Plus do not need to be primed.) 2b — MAXXON ACRYLIC SEALER OR MAXXON OVERSPRAY (OPTIONAL) Occasionally the underlayment surface needs to be left open for long periods of time during demountable partition construction and office leasing. Maxxon Acrylic Sealer as well as Maxxon Overspray were developed to act as a temporary wearing surface during this time. After Step 1 is completed, dilute Acrylic Sealer or Overspray 4:1 by adding 4 gallons (15.1 L) of water to 1 gallon (3.8 L) of Acrylic Sealer or Overspray. Spray or roll this dilution at a rate of 200 sq. ft. (18.58 m2) per gallon of mix. Maxxon UWR can be used over Maxxon � rrJGrlllyar,xrt) Irl Ives I ITI �h-cls-nti�ity surface. ve IMPORTANT 1. Maxxon Underlayments are "breathable" and not a vapor barrier. The general contractor, architect, specifier, or building owner shall test slobs -on -ground or elevated slabs for MVER (ASTM F1869-09) or RH (ASTM F2170). If the MVER or RH of the concrete substrate exceeds the floor covering manufacturer's respective requirements for the finished flooring system, the concrete must be treated with a damp proof membrane, such as Maxxon DPM or Maxxon MVP, before installation of a Maxxon Underlayment. 2. Maxxon Overspray and Acrylic Sealer are non- flammable. Do not freeze. Do not ingest. Overspray or Acrylic Sealer equipment may be cleaned with soap and water. 3. Where floor goods manufacturers require special adhesive or installation systems, their requirements supersede these recommendations. 4. Finished floor goods may be damaged by impact, rolling or static loads (stiletto heels, for example) that exceed the flooring manufacturer's recommendations. Maxxon Corporation will not accept responsibility for damage resulting from these conditions. Warranties for these conditions rest with the floor covering manufacturer. 5. The structural subfloor and floor joist must comply with manufacturers' maximum span criteria. Typically a deflection limitation of L/360 is adequate for Maxxon Underlayments. Some floor coverings such as marble, stone, travertine, and ceramic tile may require a stiffer floor system. Maxxon Underlayments are non- structural and therefore cannot be expected to reinforce structurally deficient subfloors. The general contractor, architect, specifier, or building owner should make necessary allowances for expected live, concentrated, impact, and/or dead loads including the weight of finished floor goods and setting beds. 6. For installation of seamless epoxy floors over Maxxon Underlayments, contact your Maxxon Regional Representative at 800-356-7887 for application recommendations. 7. Recommended adhesives are included in this brochure. Perform a sample installation to test bond compatibility. 8. Maxxon Underlayments shall be completely dry before a floor covering adhesive is applied. Notice: These procedures and recommendations are current with the Maxxon Quality Assurance Deportment as of this printing. Any questions concerning the context should first be addressed to your Maxxon applicator. iil_��►:L' e11i13(i01,ili,ilk►'I►7_►irs1►'ii ortitr4 ll►'r CERAMIC, QUARRY & MARBLE TILE LEVEL -RIGHT® CEMENTITIOUS UNDERLAYMENTS For Level -Right®, Level -Right® FS -10, and Level -Right® Plus Self -Leveling Floor Underlayments, ceramic, quarry or marble tile can be thin -set 2-4 hours after the pour, or as soon as the underlayment can be walked on. MAXXON GYPSUM UNDERLAYMENTS For all Maxxon gypsum floor underlayments, prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. Maxxon and the Tile Council of North America recommend an anti -fracture membrane (ANSI A-118.12) to be installed over all poured gypsum underlayments prior to the application of all tile or stone installations. Anti -fracture membranes help reduce cracking caused by structural movement. Note: Detail A. 1 & A.2 for proper placement. For positive waterproofing, (ANSI A-1 18.10) use Merkrete Hydro Guard 1 Membrane. See Detail B. The Maxxon Underlayment must be dry before the installation of these membranes unless otherwise stated by the membrane manufacturer. Follow the respective manufacturer's recommendations for installation of the membrane and of the latex modified thin -set. 111 Merkrete" Fracture Guard 7000® 15 -Year Warranty 64 This one-step, mold resistant anti -fracture et membrane is composed of a modified latex elastomer that produces a monolithic surface. ►i Its thin section (approx. 25 mils) and excellent elongation inhibit the transferal of cracks if,-;"" from the substrate to the finished surface. The membrane is installed in a semi -fluid state and can be applied to any form or irregular shape (i.e. base moldings, corners, walls, etc.). USE Fracture Guard 7000 may be installed over any sound Maxxon approved underlayment to " receive ceramic, quarry, porcelain and stone tiles and is ideal for residential and light 7t commercial applications. Maxxon 101 Overspray Primer MUST be used prior to application of the Merkrete membrane !7 system. When installed in accordance with 0 manufacturer's specifications, Fracture Guard will inhibit cracking caused by movement in the aft subfloor when tile and stone overlays are used. Overlays should be adhered using Merkrete 200 Krete Latex and 211 Krete Filler or 710 Premium Set Plus or any Merkrete latex fortified mortar to ensure compatibility. Fracture Guard 7000 may also be used as a moisture resistant product. 2 MEMBRANE APPLICATION EXPANSION JOINTS If expansion joints are needed, follow the procedures and installation requirements of specification EJ171 in the Handbook for Ceramic Tile Installation. This handbook is published by the Tile Council of North America (TCNA). Call the TCNA at 864-646-8543, or view their website www.tileusa.com. BENEFITS • Installs quickly. • Cures in 2 hours at 70 °F, 50% R.H. • Installed over dry Maxxon Underlayments. • Excellent adhesion to most common substrates. • Thin section — does not interfere with elevations. • Apply with brush, roller or trowel. • Will not support mold growth. TECHNICAL ASSISTANCE Specification assistance is highly recommended prior to a proposed installation. Contact any Merkrete technical representative for recommendations over existing substrates or problem areas. 15 -YEAR WARRANTY Contact Merkrete Systems for details, 800-851-6303. 800-851-6303 • Merkrete.com Correlates to TCNA Handbook Method F180-07 Wood Subfloor Maxxon Underlayment 18' O.C. Joist Spacing TILE OR STONE MERKRETE 710 THINSET MERKRETE FRACTURE GUARD 7000 MAXXON OVERSPRAY MAXXON UNDERLAYMENT PRIMER PLYWOOD T&G SUBFLOOR TRUSS, 1 -JOIST OR SAWN LUMBER Additional TCNA Installation Methods for Gypsum Underlayments: • Concrete Subfloor F200-07 • Radiant Heat on Wood Subfloor RH122-07 • Radiant Heat on Concrete RH1 1 1-07 Additional TCNA Installation Methods for Cementitious Self -Leveling Underlayments • SLU Wood Joist F185-07 • SLU Bonded/Concrete F205-07 • SLU Hydronic/Concrete RH 112-07 • SLU Electric/Concrete RH 1 16-07 • SLU Hydronic/Wood Joist RH123-07 A.1 MERKRETE FRACTURE GUARD 7000 OVER MAXXON UNDERLAYMENT OVER CONCRETE MERKRETE MODIFIED THIN -SET MERKRETE7000 FRACTURE -GUARD �__ MAXXON° OVERSPRAY' MAXXON°GYPSUM AND CEMENT -BASED -- UNDERLAYMENTS TILE OR STONE PRIMER CONCRETE'' A.2 MERKRETE FRACTURE GUARD 7000 OVER MAXXON UNDERLAYMENT OVER PLYWOOD MERKRETE-- MODIFIED THIN -SET'S MERKRETE . �� .__% FRACTURE -GUARD - " 7000 __.-..._ -/I MAXXON` //,, OVERSPRAYM NMD CEMEYBAS GE AND CEMENT -BASED / UNDERLAYMENT SUBFLOOR i J01®'®fir TILE OR STONE GYPSUM BOARD B WATERPROOFING MEMBRANE MERKRETE TILE OR STONE MODIFIED THIN -SET MERKRETE HYDRO -GUARD N\ ONE ---. N MAXXON` _ .. OVERSPRAY'-" MAXXON'GYPSUM AND CEMENT -BASED UNDERLAYMENT PLYWOOD . rS. 800-356-7887 MAXON www.MaxxonCorporation.com LAMINATE AND PARQUET WOOD FLOORING* Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. GLUE -DOWN INSTALLATIONS See the table below for Maxxon Corporation's recommended adhesives. Other adhesives may also be compatible. Before applying any adhesive, make sure the underlayment is clean and has passed a dryness test. Apply primers and adhesives according to the manufacturer's instructions. If you have any questions about the compatibility of primers and adhesives perform a small test patch installation. Let the test area set for 72 hours before removing the flooring. GLUE -DOWN INSTALLATIONS OVER RADIANT FLOOR HEATING Glue -down laminated hardwood systems tend to be the most stable flooring systems for use with radiant heat. The cross -plies of the flooring boards make the flooring very stable and resistant to excessive expansion and contraction. Many wood flooring manufacturers produce pre -finished, square -edge laminated hardwood floors that are indistinguishable from nail -down systems. Since laminated systems are generally thinner than nail -down systems, the radiant system performance is improved due to lower resistance from the floor covering. See Detail Ct MECHANICAL ATTACHMENT OF LAMINATED AND PARQUET WOOD FLOORING Follow the manufacturer's recommendations for installations over a cementitious underlayment. FLOATING FLOORS "FLOATING FLOORS" OVER RADIANT FLOOR HEATING Flooring boards are glued edge to edge and floated on a 1/8" (3 mm) foam pad. Since the flooring is laminated, it is a very stable system. Radiant system performance is about as good as with glue -down laminate systems. The foam pad adds some additional thermal resistance, but the floating floor laminates are generally thinner than glue -down laminates so the net performance effect is similar. See Detail It "FLOATING FLOORS" OVER SOUND CONTROL SYSTEMS See Detail lt SOLID WOOD FLOORING Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. MECHANICAL ATTACHMENT Attach solid wood flooring according to the instructions published by the National Wood Flooring Association (NWFA). Call NWFA at 800-422-4556, or view their website at www.nwfa.org. MECHANICAL ATTACHMENT OVER RADIANT FLOOR HEATING Nail -Down Sleeper System With this system, 2"x 4" (50 mm x 101 mm) sleepers are installed directly on the subfloor and tubing is installed between the sleepers. The spaces are then filled with approved Maxxon Underlayment to provide a thermal mass. Once the underlayment has dried, a vapor barrier is laid down and the flooring boards are nailed directly into the nailing sleepers that were installed on the subfloor. The advantage of this system is that the flooring creates minimal insulation above the heating system. The disadvantage is that the flooring can only be nailed to a sleeper which may not provide enough fastening. See Detail Et Single -Layer Nail -Down System The 2" x 4" (50 mm x 101 mm) sleepers, radiant system tubing and approved Maxxon Underlayment are installed as above. Once the Adhesive Apac U-989 Universal Urethane 1-800-747-2722 Primer Maxxon Overspray — Optional Bostik Ultra -Set Hardwood Adhesive Bostik's Best Adhesive Bostik's TKO Urethane Bostik's BST Urethane Bostik's EFA Bostik Vapor -Lock 1-800-523-6530 Maxxon Overspray — Optional DriTac 7400, 7500, 7600 Urethane Adhesive 1-800-394-9310 Maxxon Overspray — Optional Roberts Consolidated Industries 1407,1408 Urethane 1-800-423-9467 Maxxon Overspray — Optional SikaBond T21, T35, T54FC, T55 1-800-933-SIKA Maxxon Overspray — Optional UFLOOR UZIN MK 95, MK 97 720-374-4810 Maxxon Overspray — Optional W.W. Henry Adhesives 971 Urethane Henry 1 171 Acrylic Urethane 1-800-232-4832 Maxxon Overspray — Optional underlayment has dried, a vapor barrier is laid down and 3/4" (19 mm) ACX plywood is nailed to the sleepers. The wood flooring is then installed in a conventional fashion to the plywood. Care must be taken to prevent nails from penetrating into the underlayment and puncturing a tube. See Detail Ft Dual -Layer Nail -Down System This system is considered a floating floor. The radiant system tubing and approved Maxxon Underlayment are installed conventionally. Once the underlayment is dry, place a vapor barrier and lay 1/2" (13 mm) ACX plywood on top of the underlayment, alternating directions. Spread a thin layer of adhesive and screw a top layer of 1/2" (13 mm) ACX plywood to the previous layer. Leave 1/16" to 1/8" (1.5 mm to 3 mm) gaps between all sheets and put the ACX side down on the bottom layer and up on the top layer. The wood flooring is then installed in a conventional fashion to the plywood. Care must be taken to prevent nails from penetrating into the underlayment and puncturing a tube. See Detail G & G2t WHERE PLYWOOD SUBSTRATE OVER MAXXON UNDERLAYMENT IS REQUIRED Using a 1/4" x 1/4" square -notched trowel to apply adhesive, set 4' x 4' sheets of 3/4" exterior grade plywood into wet adhesive. Score plywood sheets on the backside every 8" to 10" using a circular saw and cutting one half the thicknesses of the sheets. Scoring or "kerfing" takes the tension out of plywood and helps prevent possible warping or curling. Allow to fully cure before nailing strip or using Bostik's Best in a wet -lay or work -on -work method of installation. MECHANICAL ATTACHMENT OVER SOUND CONTROL SYSTEMS Nail -Down Sleeper System See Detail Kt Dual -Layer Nail -Down See Detail Lt Single -Layer Nail -Down See Detail Mt * When laminated, parquet, or solid wood floors are installed over radiant heating systems, the maximum floor temperature should never exceed 85 °F (29 °C). t See Installation Details, Page 5 800-356-7887 M` VON www.MaxxonCorporation.com 3 r,r_►�� t� , ►,r.►i►4Mill•niti SHEET VINYL AND VINYL COMPOSITION TILES Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. Unless stated otherwise, Step 2 (priming) is always recommended. NOTE: For further information see ASTM F2419-05, Standard Practice for Installation of Thick Poured Gypsum Concrete Underlayments and Preparation of the Surface to Receive Resilient Flooring and ASTM F2678, Standard Practice for Preparing Panel Underlayments, Thick Poured Gypsum Concrete Underlayments, Thick Poured Lightweight Cellular Concrete Underlayments, and Concrete Subfloors with Underlayment Patching Compounds to Receive Resilient Flooring. INSTALLATIONS OVER RADIANT FLOOR HEATING The vinyl industry recommends that the floor surface temperature never exceed 85 °F (29 °C). Floor temperature can affect open time and working time of adhesive. Lower the floor temperature during adhesive and tile installation. SOLARBRITE ALL -VINYL TILE Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. Apply tile according to Solarbrite Adhesive Program. WOOD OR METAL BASE PLATES MECHANICAL ATTACHMENT Shoot power -actuated nails through the base plate and into the wood or concrete subfloor. The nail should be long enough to penetrate at least 1/2" (13 mm) into the subfloor. If the underlayment is too thick for the nails to penetrate the subfloor, use one of the following adhesives in addition to nailing: • Chemrex CX -948 1-800-433-9517 Durabond D 819 manufactured by Bostik 1-800-523-6530 - Polyseamseal All Purpose Adhesive manufactured by Henkel Corporation 1-800-999-8920 • PL 400 manufactured by Henkel Corporation 1-800-999-8920 • Roadware Molding and Tack Strip Cement 1-800-288-8322 Any construction grade adhesive suitable for use with a cementitious underlayment Before applying any adhesive, prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. ATTACHING BASE PLATES OVER RADIANT FLOOR HEATING Base plates should not be mechanically fastened to the floor. Use one of the adhesives listed under Mechanical Attachment. 4 CARPET AND PAD MECHANICAL ATTACHMENT OF TACKLESS STRIPS OVER WOOD SUBFLOORS If the underlayment is 3/4" (19 mm) thick, use "Acoustical Concrete" tackless strips (i.e. Roberts Consolidated Industries #20-451). If the underlayment is thicker than 3/4" (19 mm), use filler nails every 12" to 18" (305 mm to 457 mm) o.c. Use a filler nail long enough to penetrate at least 1/4" (6 mm) into the subfloor. MECHANICAL ATTACHMENT OF TACKLESS STRIPS OVER CONCRETE 1) Use standard tackless strips with concrete nails every 18" to 24" (457 mm to 609 mm). Use a concrete nail long enough to penetrate through the underlayment a minimum of 1/4" (6 mm) into the subfloor. 2) Use an air compressor -driven automatic nailer to install diamond point nails through the tackless strip and underlayment. One type of nailer is the Duo -Fast Coil Gun (Models 1 N-123, 1 N-124, 1 N-125) and 11/4" (32 mm) Duo -Fast #054 nails. When Maxxon Underlayments have been poured over expanded or extruded polystyrene, mechanical attachment of tackless strips is not recommended. MECHANICAL ATTACHMENT OF TACKLESS STRIPS OVER MAXXON UNDERLAYMENTS OVER SOUND CONTROL SYSTEMS Use standard pre -nailed "Acoustical Concrete/ Elastizell" carpet tack strip with 12 ga. spiral shank nail (nail exposure 1 inch). Halex Corporation 1-800-576-1636 Part No. PW -180. GLUE -DOWN ATTACHMENT OF TACKLESS STRIPS Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. The following products are compatible with Maxxon Underlayments: • Chemrex CX -948 1-800-433-9517 • Roberts 0167 Carpet Gripper Cement 1-800-423-9467 • Durabond D 819 Tack Strip manufactured by Bostik 1-800-523-6530 Polyseamseal All Purpose Adhesive manufactured by Henkel Corporation 1-800-999-8920 GLUE -DOWN ATTACHMENT OF CARPET AND PAD Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. Maxxon Underlayments can be used with many different carpets, carpet pads, and adhesives. Follow manufacturer's recommendations for adhesives. Perform a sample installation to test bond compatibility. FREE -LYING CARPET MODULES Prepare the underlayment according to Steps 1 and 2 on the cover of this brochure. Step 2 is mandatory. It is recommended the carpet modules be laid with 100% adhesive coverage. OVER RADIANT FLOOR HEATING In these installations, use a low R -value carpet cushion to allow proper heat transfer from the floor. Maxxon® Carpet Cushion is recommended. It can be installed using any of the tackless methods previously described. 800-356-7887 MAXXON www•MaxxonCorporation.com WOOD FLOORING OVER RADIANT FLOOR HEAT DETAIL C LAMINATED FLOOR LAMINATED HARDWOOD FLOORING GLUE LAYER APPROVED MAXXON* UNDERLAYMENT RADIANT TUBE SUBFLOOR DETAIL D FLOATING FLOOR LAMINATED HARDWOOD FLOORING FOAM PAD (optional) APPROVED MAXXON' UNDERLAYMENT RADIANT TUBE SUBFLOOR - DETAIL E SLEEPER SYSTEM SOLID HARDWOOD FLOORING VAPOR BARRIER --- 2"X4" (50 mm x 10 SLEEPER RADIANT TUBE APPROVED MAXXON0 UNDERLAYMENT „ffij mimmmnr SUBFLOOR DETAIL F SINGLE -LAYER FLOOR HARDWOOD FLOORING 3/4" (19 mm) PLYWOOD VAPOR BARRIER 2" X 4" (50mmx101mm) APPROVED MAXXON" UNDERLAYMENT RADIANT TUBE NAIL FLOORING TO PLYWOOD NAIL PLYWOOD TO SLEEPER SLEEPER RZNIRM SUBFLOOR DETAIL G NWFA DUAL -LAYER FLOOR 1/2" (13 mm) PLYWOOD LAID DIAGONAL TO FIRST LAYER ADHESIVE 1/2" (13 mm) PLYWOOD VAPOR BARRIER APPROVED MAXXON" — UNDERLAYMENT SUBFLOOR RADIANT TUBE HARDWOOD FLOORING DETAIL G2 PLYWOOD PATTERN DETAIL H NWFA SINGLE -LAYER FLOOR HARDWOOD FLOORING, 8' x 16" STRIPS OF 3/4" (19 mm) PLYWOOD or See Page 3 VAPOR BARRIER APPROVED MAXXON" — UNDERLAYMENT RADIANT TUBE \ NAIL FLOORING TO PLYWOOD WOOD FLOORING OVER MAXXON® UNDERLAYMENT/MAXXON SOUND MAT* DETAIL I LAMINATED FLOOR 1/2' (13 mm) PLYWOOD HARDWOOD FLOORING 1/2" (13 mm) PLYWOOD VAPOR BARRIER — APPROVED MAXXON UNDERLAYMENT MAXXON SOUND MA DETAIL J FLOATING FLOOR LAMINATED HARDWOOD FLOORING FOAM PAD (optional) APPROVED MAXXON® UNDERLAYMENT MAXXON SOUND MAT" • SUBFLOOR —.1202P5'—diveliP7tier, 11111111111 DETAIL K SLEEPER SYSTEM Step 1 1"X 2" (25 mm x 50mm) WOOD SLEEPER GLUED & FASTENED 1" X 4" (25 mm x 101 mm) WOOD BASE FOR SLEEPER 3/4" (19 mm) APPROVED MAXXON UNDERLAYMENT 1ST UFT MAXXON SOUND MAT' 2" (50 mm) SCREWS Step 2 After 1" lift pull screws, then fill holes and pour 2nd lift. 2" (50 mm) SCREWS 3/4" (19 mm) HARDWOOD FLOOR POLY VAPOR BARRIER OR MAXXON° MOISTOP 1" X 2" (25 mm x 50 mm) WOOD SLEEPER GLUED & FASTENED 1" X 4" (25 mm x 101 mm) WOOD BASE FOR SLEEPER 3/4" (19 mm) APPROVED MAXXON" UNDERLAYMENT 1ST UFT MAXXON SOUND MAT SUBFLOOR 3/4" (19 mm) 1 APPROVED MAXXON" UNDERLAYMENT 2ND LIFT l DETAIL L NWFA DUAL -LAYER FLOOR HARDWOOD 1/2" (13 mm) FLOORING PLYWOOD ADHESIVE 1/2" (13 mm) PLYWOOD VAPOR BARRIER -- APPROVED MAXXON UNDERLAYMENT MAXXON SOUND MAT SUBFLOOR -`- DETAIL M NWFA SINGLE -LAYER FLOOR HARDWOOD FLOORING 8' x 16" STRIPS OF 3/4" (19 mm) PLYWOOD VAPOR BARRIER �. APPROVED MAXXON' UNDERLAYMENT MAXXON` SOUND MAT SUBFLOOR NAIL FLOORING TO PLYWOOD. *Maxxon Sound Mats: Acousti-Mat 1 • Acousti-Mat II • Acousti-Mat 11 HP • Enkasonic • Enkasonic HP • Acousfi-Mat 3 • Acousti-Mat 3 HP • Acousti-Mat LP • Acousti-Mot LPR 800-356-7887 MAI/CONw/ww.MaxxonCorporation.com rill itch 'rl ii Irl iL1 SII 6 Anti -Fracture & Waterproof Membrane Manufacturers Badger Cork • StressCork Bonsal • B-6000 Waterproof Crack Isolation Membrane Bostik, Inc. • Hydroment Ultra -Set Carlisle Waterproofing • CCW MiraDri 860/861 800-255-2675 800-738-1621 800-726-7845 800-338-8701 - C -Cure 800-895-2874 • Pro Red 963 • Uniflex • UltraCure Compotite Corp. 800-221-1056 • Composeal Gold Custom Building Products 800-272-8786 • Red Guard Waterproof Anti -Fracture Membrane • Jamo Waterproof Membrane • Custom 9240 Fracture Free • Crack Buster ▪ Flex -Guard Products 800-279-7600 • Flex -Guard Flextile 800-699-3623 • WP -980 Waterproof Anti -Fracture Membrane Laticrete International 800-243-4788 • Laticrete Hydro Ban Mapei 800-992-6273 • Mapelastic 315 • Mapeguard 2 Merkrete • Fracture Guard 7000 NAC Products 800-633-4622 • ECB Membrane • Strataflex www.nac-anti-fracture.com Noble Company 800-678-6625 • Nobleseal TS ParexLahabra 800-851-6303 • Merkrete BFP • Merkrete Hydro -Guard 2000 • Hydro -Guard 1 • Hydro -Guard SP -1 Pasco 877-377-6466 • Baseline Anti -Fracture 800-737-2726 & Waterproof Membrane (in California) Proflex 877-538-3437 • CISM40, MSC90, SSC70 SIM40, 51M90, Hydra -Mat Protecto Wrap 800-759-9727 • AFM Anti -Fracture Membrane 800-851-6303 Schluter Systems, Inc. 800-472-4588 • Schluter Ditra Matting SGM, Inc. 800-641-9247 • Southcrete 1 132 SonoGrip 888-770-3434 • Acoustic & Crack Isolation Adhesive Spectrum Mfg. Corp. 800-977-3703 • Spectrum Super -Flex Anti -Fracture Membrane TEC 800-832-9023 • 1 Flex Crack Isolation Mortar over Maxxon Overspray • Crack Isolation Membrane • Triple Flex Waterproofing and Crack Isolation Membrane Texrite 800-669-0115 • Hydro -Rite ARMSTRONG® PRODUCTS 1-877-276-7876 Floor Covering Residential Felt -Backed Canyon Creek, Memories, Starstep, Station Square Commercial Vinyl Backed Medintone, Medley, Medintech, Royal, Possibilities Petit Point, Connection Carlon, Safeguard, Safeguard Spa, Timberline, Translations, Perspectives Light Commercial Vinyl Backed Adobe Adhesive Commercial Vinyl Sheet Connection Corlon, Medintone, Medley, Medintech, Possibilities Petit Point, Rejuvenations Flash Cove Areas Commercial Luxury Vinyl Tile Natural Creations Residential Luxury Vinyl The Alterna, Natural Living, Natural Personality Natural Living & Natural Personality Tile Static Dissipative Tile (SDT) Vinyl Composition Tile (VCT) (Chromaspin, Excelon, Arteffects, Raffia, Safety Zone) Vinyl No Wax (Dry Back) Urethane No Wax (Dry Back) Residential Linoleum Sheet Residential Marmonettc Commercial Linoleum Sheet Colorette, Granette, Linorette, Marmonette, Uni Walton Wood Flooring Engineered, Solid Parquet, 5/16" Solid Wood Engineered 1/4" to 5/16" Solid Wood -Backed Parquet S-235, S-254 5-543 5-288 S-240, 5-543, S-599 5-580 5-240, 5-288, S-543 5-288 5-289, 5-543 S 202 S-515, S-521, 5-700, S-750 5515, S-521, S-750 S-515, S-521, S-700, 5-750 5-780 S-780 Armstrong 57, Bruce Equalizer Armstrong ProConnect Armstrong ProConnect APAC® (ALL PURPOSE ADHESIVE CO.) 1-800-747-2722 Adhesive Product # Carpet Adhesive Contract Grade APAC Turbo 2 Fast Grab APAC Turbo 4 Premium Fast Grab APAC Turbo 6 Universal Pressure Sensitive APAC 610 Polyoletin Backed Carpet APAC 620 Professional Multi APAC 200 Commercial Multi APAC 400 Contract Carpet APAC 220 w/ Solvent Commercial Multi APAC 330 Supreme APAC 440 Resilient Adhesive Professional Solid -Vinyl APAC 564 Premium Solid -Vinyl APAC 584 Rubber Flooring APAC 594 Universal 2 -part Polyurethane APAC 569 Contract Grade VCT APAC 510 Professional Grade VCT APAC 530 Supreme Grade VCT APAC 529 Felt backed Vinyl Sheet APAC 521 Wood Adhesive 3 -in -1 Urethane APAC 999 Universal Urethane APAC 989 Urethane Engineered Wood Framing APAC 979 Super Set APAC 859 Engineered, High Solids, VOC Compliant APAC 757 800-356-7887 MAXXON www.MaxxonCorporation.com Good drying conditions are necessary. Drying Conditions & Considerations Before, during, and after installation of a Maxxon° Underlayment, building interior shall be enclosed and maintained at a temperature above 50 °F (10 °C) until structure and subfloor temperatures are stabilized. It is vital to maintain a low relative humidity both before and after placement of Maxxon Underlayments. The general contractor must provide and maintain correct environmental conditions to keep the building clean, dry, and protected against infestation of moisture from a variety of potential sources. Moisture can be introduced by other trades through spillage, tracked in mud and rain, plumbing leaks, etc. Often stored in damp conditions, building products may arrive on-site laden with moisture that releases after installation. Outside sources such as rain, snow, wind, etc. can also increase moisture levels. The general weather conditions must also be taken into account by the general contractor when determining the best course of maintaining drying conditions for the success of all building products. Controlling moisture levels in the building, through appropriate trade sequencing and prevention of potential damage by other trades, is the responsibility of the general contractor. The general contractor must supply mechanical ventilation and heat if necessary. Oftentimes, opening the windows for ventilation is adequate. However, due to various environmental conditions, it may be necessary for the general contractor to supply mechanical ventilation, heat, dehumidifiers, air conditioners, and other resources to remove moisture from the air. These controls fall under the scope of the general contractor — not Maxxon Corporation nor the Maxxon Underlayment installer. While Maxxon does not consider itself an expert on mold issues, you may find it helpful to consider the following: • Maxxon Underlayments are inorganic and provide no source of nutrients to sustain mold growth. Mold growth can occur as a result of prolonged contact with moisture on construction materials that do provide a food source for mold. Moisture can be introduced by other trades, building products, weather, and construction processes. Building products that were stored in damp conditions can release moisture after installation. • Some industry resources indicate that one of the keys to controlling mold, mildew, and other biological growth is to keep the relative humidity of the area below 70%. (See references) Keep in mind the Maxxon Underlayment is only one component of the building. Installation and drying/curing of all components must be handled as the requirements and environment of each job necessitate. Maxxon makes no claims as to being a mold expert. The ultimate success of the moisture control in a building relies on the general contractor taking into account all aspects of moisture on the project — building materials, moisture intrusions, ambient air conditions, construction processes, etc. References • ASTM International "Moisture Control in Buildings — The Key Factor in Mold Prevention" 2nd Edition • www.epa.gov, Indoor Air Quality "Mold Course" July 2007 • US Army Corps of Engineers, Construction Engineering Research Laboratories, "USACERL Technical Report 99/03" [over] Notes & Limitations • During construction, general contractor must place temporary wood planking over underlayment wherever it will be subjected to heavy wheeled or concentrated loads. • Maxxon Underlayments are not to be used on or below grade, except over well -drained structural substrates as determined by the general contractor. They should also not be used in areas that have prolonged contact with water. • Maxxon Underlayments cannot resist stresses caused by sudden structural movement. • The structural subfloor and floor joist must comply with manufacturers' maximum span criteria. Typically a deflection limitation of L/360 is adequate for Maxxon Underlayments. Some floor coverings such as marble, stone, travertine, and ceramic tile may require a stiffer floor system. Maxxon Underlayments are non-structural and therefore cannot be expected to reinforce structurally deficient subfloors. The general contractor, architect, specifier, or building owner should make necessary allowances for expected live, concentrated, impact, and/or dead loads including the weight of finished floor goods and setting beds. • Expansion joints in all types of work shall be brought through the underlayment. SUBMITTAL APPROVALS • Maxxon Underlayments require a floor covering. Contact your Maxxon dealer for recommendations for adhering floor goods. Call or write for a copy of the brochure Procedures for Attaching Finished Floor Goods to Maxxon Underlayments. It is the responsibility of the floor goods installer to determine the compatibility of their product with a particular floor underlayment. • Maxxon Underlayments are "breathable" and not a vapor barrier. The general contractor, architect, specifier, or building owner shall test below grade, on grade, or elevated slabs for MVER (ASTM F1869-09) or RH (ASTM F2170). If the MVER or RH of the concrete substrate exceeds the floor covering manufacturer's respective requirements for the finished floor system, the concrete should be treated with a moisture vapor barrier, such as Maxxon DPM or Maxxon MVP, before installing a Maxxon Underlayment. Job Name Date Approved Signature Title Maxxon° Corporation • 920 Hamel Road • P.O. Box 253 Hamel, MN 55340 USA • 763-478-9600 • Fax: 763-478-2431 MAXXON C ORP OR A T 1 ON For more info: 800-356-7887 • Email: info@maxxon.com www.MaxxonCorporation.com ©2003-2012 Maxxon. Corporation, all rights reserved. 2/13 TA507-5626 Item 62001 CORPOR A T ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS Maxxon® Corporation 920 Hamel Road, PO Box 253 Hamel, MN 55340 MSDS No. 100 Page 1 of 11 Issue date: February 2006 Revision date: April 2013 SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Material Name: Maxxon Underlayments Trade Name: Gyp -Crete® Gyp -Crete 2000®/3.2K Dura -Cap® Therma-Floor® Commercial Topping® Description: Industrial Plasters Chemical Emergency or information, call: Maxxon Corporation, 763-478-9600 (Q.A. Department) or Chem-Trec at 1-800-424-9300 43B-14250-3 43B-14258 43B-14254 43B-14257 43B-14268 SECTION 2 HAZARDS IDENTIFICATION HMIS® ratings NFPA ratings Health: 1* Flammability: 0 Physical hazard: 1 Health: 1 Flammability: 0 Instability: 0 Hazard Scale: 0 = minimal 1 = Slight 2 = Moderate 3 = Serious 4 = Severe * = Chronic hazard Emergency Overview CAUTION! A natural chemical reaction during hardening (rehydration) develops sufficient heat that may cause severe burns in the event of contact with skin. These bums may possibly result in permanent injury. Do not allow product to harden around any body part or allow continuous, prolonged contact with skin. Crushing, mixing, sanding or otherwise working with this product may generate large amounts of dust. Dust can be irritating to the eyes, skin and respiratory system. Potential Health Effects Routes of Exposure: Inhalation. Skin contact. Eye contact. Ingestion. Eyes: Dust can cause eye irritation. Symptoms may include discomfort or pain, excess blinking and tear production, with possible redness and swelling. Skin: Skin contact during hardening (rehydration) may slowly develop sufficient heat to cause severe burns possibly resulting in permanent injury. Do not allow product to harden around any body part or allow continuous, prolonged contact with the skin. Handling can cause dry skin. C OR POR AT ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 2 of 11 Ingestion: Not applicable under normal conditions of use. May result in obstruction and temporary irritation of the digestive tract. Inhalation: Dust may cause respiratory tract irritation. SECTION 3 COMPOSITION/INFORMATION ON INGREDIENTS Components Gypsum (Calcium Sulfate) Portland Cement Calcium Oxide Amorphous Silica Aluminum Oxide Iron Oxide Crystalline Silica (Quartz) Magnesium Oxide Sulfur Trioxide Limestone (Calcium Carbonate) Titanium Dioxide Boric Acid CAS# 10101-41-4 65997-15-1 1305-78-8 7631-86-9 1344-28-1 1309-37-1 14808-60-7 1309-48-4 7446-11-9 1317-65-3 13463-67-7 10043-35-3 Percent 60-100 3-7 1-5 1-5 1-5 1-5 0.5-1.5* 0.5-1.5 0.1-1 0.1-1 0.1-1 0.1-1 Composition comments: This product contains fly ash. Hazardous components of fly ash are listed in the table above. Gypsum (calcium sulfate), Limestone (calcium carbonate), Portland cement, and fly ash contain naturally occurring crystalline silica (quartz) which is listed as a lung carcinogen. This product also contains titanium dioxide, which is listed as a possible lung carcinogen. See Section 8 for exposure information and Section 11 for toxicological information. *The weight percent for crystalline silica represents total crystalline silica and not the respirable fraction. Testing conducted by Georgia-Pacific did not detect respirable crystalline silica during activities associated with the normal use of this product: however, jobsite air monitoring should be conducted to determine actual exposure when permissible exposure limits may be exceeded. SECTION 4 FIRST AID MEASURES First Aid Procedures Eye contact Immediately flush eyes with plenty of water for at least 15 minutes. Get medical attention if irritation develops or persists. Skin contact For skin contact, wash immediately with soap and water. Get medical attention if irritation develops or persists. Inhalation Remove to fresh air. If symptoms persist, obtain medical attention Ingestion May result in obstruction and irritation if ingested. Get medical attention. CORPOR AT ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 3 of 11 SECTION 5 FIRE FIGHTING MEASURES Flammable properties Extinguishing media Suitable extinguishing media Protection of firefighters Protective equipment and precautions for firefighters Explosion data Sensitivity to static discharge Sensitivity to mechanical impact Hazardous combustion products Not flammable by OSHAIWHMIS criteria Use extinguishing measures that are appropriate to local circumstances and the surrounding environment Firefighters should wear full protective clothing including self- contained breathing apparatus. Not applicable Not applicable May include, and are not limited to: calcium oxide, sulfur dioxide, magnesium dioxide, magnesium oxide, aluminum oxide, and sulfur trioxide. SECTION 6 ACCIDENTIAL RELEASE MEASURES Personal precautions Environmental precautions Methods of containment Methods of clean up Use personal protection recommended in Section 8. Keep unnecessary personnel away from the release. Keep out of drains, sewers, ditches, and waterways. Contain the spill, then place in a suitable container. Minimize dust generation. Sweep up or gather material and place in appropriate container for disposal. SECTION 7 HANDLING AND STORAGE Handling Avoid contact with skin and eyes. Use only in well -ventilated areas. Handle and open container with care. Wear appropriate NIOSH approved dust mask or filtering facepiece if dust is generated. When using, do not eat or drink. Wash hands before eating, drinking or smoking. Storage Keep the container tightly closed and dry. Store in a covered, dry, climate controlled area, away from incompatibles. CORPOR A TION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 4 of 11 SECTION 8 EXPOSURE CONTROLS/PERSONAL PROTECTION Gypsum (calcium sulfate) (CAS# 10101-41-4) TWA STEL 10 mg/m3 TWA inhalable Not established Not established fraction; 15 mg/m3 TWA total dust; Not established Not established 5 mg/m3 TWA respirable fraction ACGIH OSHA Ceiling Portland Cement (CAS# 65997-15-1) TWA STEL Ceiling ACGIH 10 mg/m3 TWA (respirable Not established Not established fraction, particulate matter containing no asbestos and <1 % crystalline silica OSHA 15 mg/m3 TWA total dust; Not established Not established 5 mg/m3 TWA respirable fraction Calcium Oxide (CAS# 1305-78-8) TWA STEL Ceiling ACGIH 2 mg/m3 TWA Not established Not established OSHA 5 mg/m3 TWA Not established Not established Amorphous Silica (CAS# 7631-86-9) TWA STEL Ceiling ACGIH Not established Not established Not established OSHA Not established Not established Not established Aluminum Oxide (CAS# 1344-28-1) TWA STEL Ceiling ACGIH Not established Not established Not established OSHA 15 mg/m3 TWA total dust; Not established Not established 5 mg/m3 TWA respirable fraction Iron Oxide (CAS# 1309-37-1) TWA STEL Ceiling ACGIH 5 mg/m3 TWA respirable Not established Not established fraction OSHA 10 mg/m3 TWA fume Not established Not established C OR POR AT ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS Crystalline silica (quartz) (CAS# 14808-60-7) TWA ACGIH 0.025 mg/m3 TWA respirable fraction OSHA ((10)/(%Si02 + 2) mg/m3 TWA (respirable)); ((30)/(%Si02 + 2) mg/m3 TWA (total dust)); ((250)/(%Si02 + 5) mppcf TWA (respirable)) Magnesium Oxide (CAS# 1309-48-4) TWA ACGIH 10 mg/m3 TWA inhalable fraction OSHA 15 mg/m3 TWA total particulate Sulfur Trioxide (CAS# 7446-11-9) TWA ACGIH Not established OSHA Not established Limestone (Calcium ACGIH OSHA Carbonate) (CAS# 1317-65-3) TWA Not established 15 mg/m3 TWA total dust 5 mg/m3 TWA respirable fraction Titanium Dioxide (CAS# 13463-67-7) TWA ACGIH 10 mg/m3 TWA OSHA 15 mg/m3 TWA total dust Boric Acid (CAS# 10043-35-3) TWA ACGIH 2 mg/m3 TWA inhalable fraction OSHA Not established MSDS No. 100 Page 5 of 11 STEL Ceiling Not established Not established Not established Not established STEL Not established Not established STEL Not established Not established STEL Not established Not established STEL Not established Not established STEL Not established Not established Ceiling Not established Not established Ceiling Not established Not established Ceiling Not established Not established Ceiling Not established Not established Ceiling Not established Not established Exposure Guidelines *The weight percent for crystalline silica represents total crystalline silica and not the respirable fraction. Testing conducted by Georgia-Pacific did not detect respirable crystalline silica during activities associated with the normal use of this product: however, jobsite air monitoring should be conducted to determine actual exposure when permissible exposure limits may be exceeded. Engineering Controls When using product, provide local and general exhaust ventilation to keep airborne dust concentrations below exposure limits. Use wet methods, if appropriate, to reduce the generation of dust. C O R P OR AT ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 6 of 11 Personal Protective Equipment Eye protection Safety glasses or goggles are recommended when using product. Ensure compliance with OSHA's PPE standard (29 CFR 1910.132 and .133) for eye and face protection. Safety shower/eye wash fountain must be readily available in the workplace area (29 CFR 1010.151 (c)). Skin and body protection Respiratory Protection Impervious protective clothing and gloves recommended to prevent drying or irritation of hands. Ensure compliance with OSHA's PPE standards (29 CFR 1910.132 (general) and .138 (hand protection)). Safety shower/eye wash fountain must be readily available in the workplace area (29 CFR 1910.151 (c)). A NIOSH approved dust mask or filtering face piece is recommended in poorly ventilated areas or when permissible exposure limits may be exceeded. Respirators should be selected by and used under the direction of a trained health and safety professional following requirements found in OSHA's respirator standard (29 CFR 1910.134) and ANSI's standard for respiratory protection (Z88.2). SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Appearance: Powder Color: Grey Form: Solid Odor: Odorless Odor threshold: Not available Physical state: Solid Specific gravity: 2.26-2.3 Relative density: Not available Freezing point: Not available Partition coefficient Flash point: Not available Evaporation rate: Not available Flammability: Not Flammable Flammability limits in air, upper, % by volume: Not applicable Flammability limits in air, lower % by volume: Not applicable Vapor pressure: Not applicable Vapor density: Not applicable Melting point: Not available Solubility (water): 0.2% @ 22'C Boiling point: Not available (n-octanol/water): Not available Auto -ignition temperature: Not applicable Decomposition temperature: Not available SECTION 10 CHEMICAL STABILITY & REACTIVITY INFORMATION Chemical Stability: Conditions of reactivity: Incompatible materials: Hazardous decomposition products: Stable at normal conditions Reacts with water (normal condition of use) Acids May include, and are not limited to: calcium oxide, sulfur dioxide, magnesium oxide, aluminum oxide, and sulfur trioxide. C OR P OR A T ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 7 of 11 SECTION 11 TOXICOLOGICAL INFORMATION Component analysis - LD50 ALUMINUM OXIDE (CAS# 1344-28-1) Toxicology Data — Selected LD5Os and LC5Os AMORPHOUS SILICA (CAS# 7631-86-9) Toxicology Data — Selected LD5Os and LC5Os BORIC ACID (CAS# 10043-35-3) Toxicology Data — Selected LD5Os and LC5Os CALCIUM OXIDE (CAS# 1305-78-8) Toxicology Data — Selected LD5Os and LC5Os CRYSTALLINE SILICA (QUARTZ) (CAS# 14808-60-7) Toxicology Data — Selected LD5Os and LC5Os GYPSUM (CALCIUM SULFATE) (CAS# 7778-18-9) Toxicology Data — Selected LD5Os and LC5Os IRON OXIDE (CAS# 1309-37-1) Toxicology Data — Selected LD5Os and LC5Os SULFUR TRIOXIDE (CAS# 7446-11-9) Toxicology Data — Selected LD5Os and LC5Os TITANIUM DIOXIDE (CAS# 13463-67-7) Toxicology Data — Selected LD5Os and LC5Os Routes of exposure: Sensitization: Chronic effects: Oral LD50 Rat: >5000 mg/kg Oral LD50 Rat: >5000 mg/kg; Inhalation LC50 Rat: >2.2 mg/L/1 H Dermal LD50 Rabbit: >2000 mg/kg Oral LD50 Rat: 2660 mg/kg; Inhalation LC50 Rat: >0.16 mg/L/4H Dermal LD50 Rabbit: >2000 mg/kg Oral LD50 Rat: 500 mg/kg Oral LD50 Rat: 500 mg/kg Oral LD50 Rat: >3000 mg/kg Oral LD50 Rat: >10000 mg/kg Inhalation LC50 Rat: 0.375 mg/L/4H; Inhalation LC50 Rat: 1.2 mg/U1 H Oral LD50 Rat: >10000 mg/kg Inhalation. Skin contact. Eye contact. Not expected to be hazardous by OSHA/WHMIS criteria Hazardous by OSHA/WHMIS criteria. Respirable titanium dioxide from occupational sources has been classified by IARC as a possible lung carcinogen to humans. Human studies do not suggest an association between occupational exposure to titanium dioxide and in increased risk for cancer. Evidence showed that high concentrations caused respiratory tract cancer in rats exposed by inhalation and intratracheal instillation. C OR P OR A T ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 8 of 11 Sulfur trioxide has not been classified for carcinogenic effects. However, IARC concluded that occupational exposure to strong inorganic mists containing sulfuric acid, formed from sulfur trioxide reacted with water, is carcinogenic to humans. The ACGIH has classified strong inorganic acid mist containing sulfuric acid as a suspected human carcinogen. Exposure to inorganic acid mist (sulfuric acid mist) in this product will not occur because inorganic acid is not generated under normal conditions of use of this material. Carcinogenicity: Hazardous by OSHA/WHMIS criteria. TITANIUM DIOXIDE (CAS# 13463-67-7) IARC — Group 2B (Possibly Carcinogenic to Humans) Monograph 93 [in preparation], Monograph 47 [1989] U.S. — OSHA — Hazard Communications Carcinogens Present Mutagenicity Reproductive effects Teratogenicity Synergistic materials Not expected to be hazardous by OSHANVHMIS criteria. Not expected to be hazardous by OSHA/WHMIS criteria. Not expected to be hazardous by OSHA/WHMIS criteria. Not available SECTION 12 ECOLOGICAL INFORMATION Ecotoxicity: Large quantities of this product may be harmful to aquatic life due to high pH. AMORPHOUS SILICA (CAS# 7631-86-9) Ecotoxicity — Freshwater Algae Data Ecotoxicity — Freshwater Fish Species Data BORIC ACID (CAS# 10043-35-3) Ecotoxicity — Freshwater Fish Species Data CALCIUM OXIDE (CAS# 1305-78-8) Ecotoxicity — Freshwater Fish Species Data GYPSUM (CALCIUM SULFATE) (CAS# 10101-41-4) Ecotoxicity — Freshwater Fish Species Data 72 Hr EC50 Pseudikirchneriella subcapitata: 440 mg/L 96 Hr LC50 Brachydanio rerio 5000 mg/L (static) 72 Hr LC50 Carassius auratus: 1020 mg/L [flow-through] 96 Hr LC50 Cyprinus carpio: 1070 mg/L [static] 96 Hr LC50 Lepomis macrochirus: 2980 mg/L [static] 96 Hr LC50 Pimephales promelas: >1970 mg/L [static] CORPOR A T 10 N MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 9 of 11 SECTION 13 DISPOSAL CONSIDERATIONS Disposal Instructions This product, in its present state, when discarded or disposed of, is not a hazardous waste according to Federal regulations (40 CFR 261.4 (b)(4)). Under RCRA, it is the responsibility of the user of the product to determine, at the time of disposal, whether the product meets RCRA criteria for hazardous waste. SECTION 14 TRANSPORTATION INFORMATION Department of Transportation (DOT) Requirements This product is not regulated as a hazardous material by the United States (DOT) transportation regulations. Canadian Transportation of Dangerous Goods (TDG) Requirements Not regulated as dangerous goods. SECTION 15 REGULATORY INFORMATION Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard — Yes Delayed Hazard — Yes Fire Hazard — No. Pressure Hazard — No Reactivity Hazard — No Section 302 extremely hazardous substance Yes Section 311 hazardous chemical Yes Section 313 hazardous chemical No California Proposition 65 WARNING: This product contains chemicals at concentrations less than 0.1% that are known to the state of California to cause cancer. US Federal Regulations ALUMINUM OXIDE (CAS# 1344-28-1) U.S. — CERCLA/SARA — Section 313 — Emission Reporting 1.0% de minimus concentration (fibrous forms) C OR P OR A T ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 10 of 11 Canadian regulations This product has been classified in accordance with the hazard criteria of the CPR and the MSDS contains all the information required by the CPR Canada — WHMIS — Aluminum Oxide Amorphous Silica Boric Acid Calcium Oxide Crystalline Silica (Quartz) Iron Oxide Magnesium Oxide Sulfur Trioxide Inventory status Country(s) or region Canada Ingredient Disclosure List 1344-28-1 7631-86-9 10043-35-3 1305-78-8 14808-60-7 1309-37-1 1309-48-4 7446-11-9 Inventory name Domestic Substances List (DSL) Non -Domestic Substances List (NDSL) United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory Compliant w/ inventory requirements (yes/no) Yes Yes Yes SECTION 16 OTHER INFORMATION Product List Gyp -Crete Therma-Floor Dura -Cap Gyp -Crete 2000/3.2K Gyp -Crete Floor Underlayment LC Rapid Floor Rapid Floor Plus Rapid Floor Ultra Rapid Radiant Therma-Floor Blue Bag Commercial Topping Ortecrete Floor Underlayment BR -250, 253 BR/CNJ/NV-257 BR/CNJ/NV-254 BR/CNJ/NV-258 CNJ/NV-251 BR/CNJ/NV-690 BR/CNJ/NV-691 BR/CNJ/NV-692 BR/CNJ/NV-693 NV -259 BR/NV-268 BR/NV-695 C ORP OR AT ION MATERIAL SAFETY DATA SHEET MAXXON UNDERLAYMENTS MSDS No. 100 Page 11 of 11 Disclaimer The information and data herein are believed to be accurate and have been compiled from sources believed to be reliable. It is offered for your consideration, investigation and verification. Buyer assumes all risk of use, storage and handling of the product in compliance with applicable federal, state and local laws and regulations. Maxxon Corporation makes no warranty of any kind, expressed or implied, concerning the accuracy or completeness of the information and data herein. The implied warranties of merchantability and fitness for a particular purpose are specifically excluded. Maxxon Corporation will not be liable for claims relating to any party's use of or reliance on information and data contained herein regardless of whether it is claimed that the information and data are inaccurate, incomplete or otherwise misleading. Jason Socola Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 11/12/14 Jason Socola Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 11/12/14 Ph : 585-334-4490 75 Thruway Park Drive West Henrietta, NY 14586 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Revision No: Sent Date: 334000.2 Submittal No: Spec Section No:Job: Required From Sub: Approved By Architect: 10/20/14 Spec Section Title:Sirk Submittal Title:Storm Sewer Structures PD/SD Subcontractor: Primary Contact: Phone Number: Supplier/Manufacturer: If this box is checked this submittal may differ from the plans and specs. Notes: Subcontractor Stamp LECESSE Stamp Architect/Engineer Stamp LECESSE Construction Services LLC General Contractor: IHAVEPERSONALLYREVIEWEDTHISSUBMITTAL ANDINMYESTIMATIONTHISDOCUMENTFULFILLS THEINTENTOFTHEPLANSANDSPECIFICATIONS ANDISAPPROVEDFORSUBMISSION. LECESSECONSTRUCTIONSERVICESLLC BY:DrewJohnsonJason Socola Bill Farmer JR Catenary Cast-In-Place Concrete Curing Compound- Cure & Seal PD 033100-3.7A 11/6/14 R0 Aqua-Cure Vox Submitted for use on indoor slabs to receive moisture-sensitive finish flooring. Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 1. APPROVAL FOR USE OVER INTERIOR SLABS TO RECEIVE A FLOOR FINISH IS CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE ADHESION PULL TEST, AS DESCRIBED IN THE LETTER FROM PROCARPET (ATTACHED TO THE SUBMITTAL). A SEPARATE ADHESION PULL TEST IS REQUIRED FOR EACH TYPE OF FLOOR FINISH. 2. APPROVAL FOR USE ON EXTERIOR SLABS PENDING REVIEW BY THE SPECIFYING SITE/CIVIL ENGINEER.11/12/14 Jason Socola Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 1. APPROVAL FORUSE OVER INTERIOR SLABS TO RECEIVE A FLOORFINISH IS CONTINGENT UPONTHE SUCCESSFUL COMPLETION OFTHEADHESION PULL TEST,ASDESCRIBED INTHELETTERFROM PROCARPET (ATTACHEDTO THESUBMITTAL).A SEPARATEADHESION PULL TEST IS REQUIREDFOR EACH TYPE OFFLOORFINISH. 2. APPROVAL FORUSE ON EXTERIOR SLABS PENDING REVIEW BY THE SPECIFYINGSITE/CIVIL ENGINEER.11/12/14 Ph : 585-334-4490 75 Thruway Park Drive West Henrietta, NY 14586 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Revision No: Sent Date: 334000.2 Submittal No: Spec Section No:Job: Required From Sub: Approved By Architect: 10/20/14 Spec Section Title:Sirk Submittal Title:Storm Sewer Structures PD/SD Subcontractor: Primary Contact: Phone Number: Supplier/Manufacturer: If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: Subcontractor Stamp LECESSE Stamp Architect/Engineer Stamp LECESSE Construction Services LLC General Contractor: IHAVEPERSONALLYREVIEWEDTHISSUBMITTAL ANDINMYESTIMATIONTHISDOCUMENTFULFILLS THEINTENTOFTHEPLANSANDSPECIFICATIONS ANDISAPPROVEDFORSUBMISSION. LECESSECONSTRUCTIONSERVICESLLC BY:DrewJohnsonJason Socola William Farmer Catenary Construction Corp 585-454-4140 Cast In Place Concrete Concrete steel reinforcing SD/8-unit townhouse (A&B) 033100-2.2O 10/22/14 R0 Whitacre Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE 11/4/14 X NOTE - EP REVIEWED ALL BUT SHEET 400. CatenaryConstructionCorp 112HudsonAveRochesterNY14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: SUBMITTAL NO: 5 DATE OF SUBMITTAL: 10/20/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: Reinforcing Drawings; Apartment Bldg RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: ___________________ REVISION NO: ___________________ DATE: PRODUCT DATA, TESTS, SCHEDULES: Shop Drawings SAMPLES: MANUFACTURER: Whitacre Engineering ADDRESS: Canton, OH REFERENCES: SPEC. SECTION – PAGE: 33100-6 PARAGRAPH(S) 2.1 O CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP ARCHITECTS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 5 JOB: Stone Quarry Apartments DATE: PAGE: 9 ITEM:Concrete reinforcing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pproved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE11/4/14 Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE11/4/14X Jason Socola cba 11-21-14 Catenar y Construction Cor p 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: SUBMITTAL NO: 5 DATE OF SUBMITTAL: 10/20/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: Reinforcing Drawings; Apartment Bldg RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: ___________________ REVISION NO: ___________________ DATE: PRODUCT DATA, TESTS, SCHEDULES: Shop Drawings SAMPLES: MANUFACTURER: Whitacre Engineering ADDRESS: Canton, OH REFERENCES: SPEC. SECTION – PAGE: 33100-6 PARAGRAPH(S) 2.1 O CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP ARCHITECTS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 5 JOB: Stone Quarry Apartments DATE: PAGE: 9 ITEM: Concrete reinforcing APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE REMARKS: 200 Townhouse A FND Approval 10/22/2014 201 Townhouse A Elev 1 Approval 10/22/2014 202 Townhouse A Elev 2 Approval 10/22/2014 203 Townhouse A Elev 3 4 5 & 6 Approval 10/22/2014 204 Townhouse A SOG Approval 10/22/2014 300 Townhouse B FND Approval 10/22/2014 301 Townhouse B Elev 1 Approval 10/22/2014 302 Townhouse B Elev 2 Approval 10/22/2014 303 Townhouse B Elev 3 4 5 & 6 Approval 10/22/2014 304 Townhouse B SOG Plan Approval 10/22/2014 400 Site Work Plan Approval 10/22/2014 Note: 2 Drawing Description Rev 2014297 Stone Quarry Apartments Ithaca, NY Email To: Catenary Construction Corp. 112 Hudson Ave.Rochester, NY 14605 Job Name: Location: Job Number: Date Sent Transmittal: Sent Via: Attn: William Farmer Qty Reason Sent Page 1 of 1aSa Transmittal Letter v14.01.000 Wednesday, October 22, 2014 UNAUTHORIZED REPRODUCTION PROHIBITED©2004 Amanda ShoemakerBy: Email Rick FinlaysonContact CC: Ship Via CC: Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ DLE 10/29/14 LEcEssE CONSTRUCTION The Power of Partnership Submittal Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Spec Section Title: Cast In Place Concrete Submittal Title: Vapor Barrier PD SubcontractorCatenary Construction Corp Primary Contact: William Farmer Phone Number: 585-454-4140 Supplier/Manufacturer: Vapor Block If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 033100-2.1 P Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: 11 SUBCONTRACTOR: RESUBMITTAL: Y N SUBSTITUTION: Y N DATE OF SUBMITTAL: 10/22/14 SUBMITTAL DESCRIPTION: Vapor Barrier SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES: MANUFACTURER: Raven Industries ADDRESS: Sioux Falls. SD REFERENCES: SPEC. SECTION — PAGE: 33100-7 CONTRACT DRAWING(S): CONTRACTORS STAMP PARAGRAPH(S) 2.1 P ROOM NO. (S) A RCH1TECTS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 11 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: CONCRETE APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE REMARKS: VAPORBLOCK® VB6 High Performance Underslab Vapor Barrier Product Description VaporBlock® is a high performance underslab vapor barrier designed to retard moisture migration through concrete slabs -on - grade. This product is made fr m state-of-the-art polyethylene resins that provide superivfhysical and performance properties that far exceed ASTM E-1745 (Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs) Class A, B and C requirements. High tensile strength, unequaled puncture resistance, ultra low moisture vapor permeability as well as resistance to decay make VaporBlock® one of the most effea underslab vapor barriers on the market today! Available in 6, 0 nd 15 mil thicknesses to best meet required performance sped nations. Product Use VaporBlock® impedes the transmission of water vapor from traveling upward through a concrete slab -on -grade or through a concrete wall when properly installed. It is extremely important to avoid puncturing a vapor retarder during installation to assure proper performance. VaporBlock's puncture strength is second to none, withstanding even the most demanding installation conditions. VaporBlock® protects your flooring and other moisture sensitive furnishings in your building's interior from moisture migration. VaporBlock can also greatly reduce condensation, mold and degradation by controlling water vapor migration. Size & Packaging VaporBlock® 6 &10 are available in 15' wide rolls by 200' long for ease of installation and maximum coverage. VaporBlock® 15 is available in 12' wide rolls by 200' long. Other custom sizes are available depending upon size and volume requirements. All rolls are folded and rolled on heavy-duty cores for ease in handling and installation. Installation instructions and ASTM E-1745 classifications accompany each roll. VaportI�ck DERSLAB VAPOR RETARDER &VB15 RAVEN INDUSTRIES Vapor Barrier - Commercial Product VAPORBLOCK.._, VAPORBLOCK....,, VaporBlock• Barrier Part # VB6 VB10 VAPORBLOCK VB15 APPLICATIONS Underslab Vapor Retarder/Barrier Foundation Wall Vapor Retarder Radon Retarder TtsTjtTitopl!giehi VAPORBLOCK ® VB6, VB10 & VB15 Hgh'Performance Underslab Vapor Berner fillOPEtITIES • APPEARANCE THICKNESS, NOMINAL WEIGHT CLASSIFICATION TENSILE STRENGTH AVERAGE MD & TD (NEW MATERIAL) (AFTER EXPOSURE) PUNCTURE RESISTANCE MAXIMUM USE TEMPERATURE MINIMUM USE TEMPERATURE ASTM E1745 ASTM E154 Section 9, (D882) ASTM D1709 Method B VAPORBLOCK VB6 Blue VAPORBLOCK V810 PiiterrIc Irri[feria Blue 0 CERTIFIED MANAGEMENT srst ISO 9001:20C VAPORBLOCK VB15 linueriiil Metric Blue 6 mil 0.15 mm 10mil 0.25 mm 15 mil 0.38 mm 29 lbs/MSF 151 g/m2 49 lbs/MSF 249 g/m2 73 lbs/MSF 356 g/m2 CLASS C CLASS A, B & C CLASS A, B & C 32 lbs/in 56 N/cm 52 lbs/in 91 N/cm 88 lbs/in 154 N/cm 25 lbs/in 44 N/cm 53 lbs/in 93 N/cm 92 lbs/in 161 N/cm >1500g 180° F 82° C -70° F -57° C >2600 g >4000 g 180° F 82° C -70° F -57° C 180° F 82° C -70° F -57° C PERMEANCE ASTM El 54 (NEW MATERIAL) Section 7 0.090 0.060 0.0146 0.0096 0.009 0.0059 ASTM E96 *Perms **Perms *Perms **Perms *Perms **Perms Procedure B (AFTER CONDMONING) WVTR grairegfeihriimHg) "g/(24tuffreimm Hg) Va ASTM E154 Section 8, E96 Section 11, E96 Section 12, E96 Section 13, E96 0.105 0.069 0.0153 0.0101 0.0104 0.0069 0.124 0.082 0.0151 0.0099 0.0102 0.0067 0.097 0.064 0.0160 0.0105 0.0101 0.0067 0.099 0.065 0.0181 0.0119 0.0091 0.0060 ASTM E96 0.080 0.056 0.0084 0.0059 0.0054 0.0038 Procedure B grain/hr-ft2 gm/hr -m2 grain/hr-ft2 gm/hr -m2 grain/hr-W gne/hr-m2 lock® UNORRSI,A9 VAPOR RITAPORP VaporBlockPlacement All instructions on architectural or structural drawings should be reviewed and followed. Detailed installation instructions accompany each roll of VaporBlode and can also be located on our website. ASTM E-1643 also provides general installation information for vapor retarders. VaporBlock' high-performance vapor retarder/barriers are made from state-of-the-art polyolefin resins (virgin -grade) to provide unmatched impact strength and ultra-low water vapor permeance, VaporBlock° can be identified as blue in color printed with the VaporBlocV logo and the conformance information listing ASTM E 1745, classifications. Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, not as specification limits. Chemical resistance, odor transmission, longevity as well as other performance criteria is not implied or given and actual testing must be performed for applicability in specific applications and/or conditions, RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE RTNESS FOR A SPECIFIC USE OR MERCHANTAI3ILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage, RAVEN Engineered Films Division • ToII Free: 800-635-3456 P.0, Box 5107 Erna 11: efdsales@ravenind.com Sioux Falls, SD 57117-5107 www.VaporBlock.com INDUSTRIES Ph: (605) 335-0174 • Fx: (605) 331-0333 Limited Warranty available at www.RavenEFD.com 11/11 EFD 1092 ACCESSORIES Seaming Tapes & Attachment Items for Plastic Sheeting R EN ENGINEERED FILMS From tie -down fasteners to field seaming tape, Raven Industries has the accessories you need to maximize your film's versatility and minimize installation time on the job. VaporBond Tape (111114) This white single -sided tape combines a heavy- duty, weather -resistant polyethylene backing with an aggressive rubber adhesive. VaporBond Tape offers excellent seaming capabilities for our materials with an "Easy Tear" feature to reduce installation time. TVB4 has a WVTR of 0.18 perms per ASTM D 833. Typical applications include vapor retarders, covers and liners. Available in 4" x 210' roll. VaporBond Plus Tape (TVBP4) VaporBond Plus is a single -sided aluminum foil tape with a release liner for ease of installation. The aluminum foil has very high impermiability to methane and other gases. Acrylic adhesive provides outstanding adhesion to polyethylene over a wide temperature range. Typical uses include joining and sealing gas/moisture barriers. Available in 4" x 150' rolls. VaporBoot Tape (TBOOT) VaporBoot Tape is a single -sided elastomeric butyl tape used to complete pipe boot installations (sealing the boot to the pipe). The 100% stretchable Butyl adhesive features excellent adhesion values and 3-D stretching that can be easily molded to multiple surfaces without any creases and folds. Available in 2" x 16.4' roll. Additional Accessories VaporBootWaporBoot G System (VBOO1'VBOOTGOS) The VaporBoot System is designed to assist in securing pipe and other penetrations that run vertically through the vapor retarder material. The VaporBoot System offers a quick solution and is delivered to the jobsite in a complete package. VaporBoots are produced from high performance VaporBlocle and VaporBlock® Gni material. Package Contents: 25 - VaporBoots (18"x 18", w/precut center marker) 1 - roll of VaporBoot Tape ( 2 14 RAVEN INDUSTMES MC, AN tights rewved. R25B Tape (R25B) R256 Tape is a single sided aggressive synthetic elastomeric adhesive that bonds instantly to properly prepared polyethylene and polypropylene, The black polymer backing and adhesive is specially formulated to provide years of performance even in direct sunlight. A poly release liner provides for ease of installation. Available in 4" x 100' roll, Butyl Seal Tape (TP2BR) Butyl seal is a double -sided reinforced aggressive black butyl rubber tape used to join panels of polyethylene and polypropylene together by overlapping the edges and applying Butyl Seal in between. It is also used to adhere to concrete walls and footings when properly prepared. Butyl Seal is non -hardening and flexible. Available In 2" x 50' roll. VaporBoot Plus Preformed Pipe Boots (VBPBT) VaporBoot Plus Preformed Pipe Boots are produced from heavy 40 mil co -extruded polyethylene and barrier resins for excellent strength and durability. The preformed boots are stepped to fit 1" to 4" wide pipe penetrations. VaporBoot Plus Preformed Pipe Boots are available in quantities of 12 per box. ACCESSORIES Searn fng Tapes &-Attachments for Plastic Sheeting Additional Accessories continuedl DuralSkrim® Reinforced Sandbags Dura•Skrim reinforced sandbags are used to secure large covers and liners to prevent wind damage. Made from Dura•Skrim 8 & 12 mil reinforced polyethylene, they are designed for a minimum life of 2 years in exposed applications. These 15" wide x 24" long bags will hold 35 lbs. Sandbags are available in other Raven reinforced materials with minimum order requirements. 11.8" Cable Ties are also available. Tie -Down Buttons (BUTI) & Tarp Grabbers (BUTEZ) Tie -Down Buttons & Tarp Grabbers help keep plastic sheeting securely in place. Tie -Down Buttons are designed to eliminate traditional grommets in plastic sheeting up to 10 mil thick and are reusable plastic fittings that are easy to install in any position. Tarp Grabbers are up to 4 times stronger than a brass grommet and are typically used in heavier plastic sheeting from 10 mil to 30 mil thick. Great for equipment covers, large storage covers and truck tarps. Dura -Clip (CLIP11) Raven Welding Rod ® CERTIFIED MANAGEMENT MT ISO 9001:200 111111111111111111111111111111111 These full size clips are 11" long and fit most commercial scaffolding. Dura -Clips will securely fasten your poly sheeting to scaffolding, reducing wind whip and increasing the life of your enclosure. Clips are normally placed about every 3' onto the enclosure, Raven Welding Rod is used for field seaming, repairs and detail work, such as installing pipe boots. Packaged in 10 Ib spools, itis available in 4mm and 5mm sizes to fit most brands of extrusion guns. Raven Welding Rod is made from a thermally UV stabilized LLDPE resin and is available in both black and white to correspond with the color of geomembranes being utilized. Tape Accessory Properties VaporBond Tape (TVB4) VaporBond Plus T (TVBP4) VaporBoot Tape (1130 OT) Butyl Seal Tape Backing Adhesive Color Type Size Rolls Per Case Weight Per Case Adhesion Values Service Temp. Minimum Application Temp. Ideal Storage Temp./Humidity 6.7m0 Polyethylene 3.3 mil Rubber Based Pressure -Sensitive While Single Sided 4"x210' 12 45 lbs 35 oz./ in. (to steel) -40° F to +180°F 1.75 mil Aluminum 2 mil Acrylic Adhesive Pressure -Sensitive Silver Single Sided 4" x 150' 12 32 lbs 64 oz./ in. (to steel) -40°F to +250°F 30 mil EPOM 20 m8 fluty! Rubber Black Single Sided 2" x 16.4' 64 45 lbs 145 oz./ In. (to steel) 14°F to +122°F 50° F 10° F 14°F 70° F w/ 40-50% 8 mil Multipolymer 17 mil Synthetic Elastomerk Black Single Sided 4' x 100' 6 33 lbs 144 oz./ in. (to steel) 20°F to +180° F None 40 mil Black Butyl Rubber Black Double Sided 2"xS0' 20 551bs 88 oz./ in. (to steel) 0° F to +170° F 35° F 35°F 70°F w/ 40-50% 70°F w/ 70% 70° F w/ 40-50% 70° F w/ 40-50% Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, not as specification limits. Chemical resistance, odor transmission, longevity as well as other performance criteria is not implied or given and actual testing roust be perforated for applicabitity in specific applications and/or conditions. RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE FITNESS FORA SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. Limited Warranty available at www.RavenEFD.com RAV E N ENGINEERED FILMS Engineered Films Division P.O. Box 5107 Sioux Falls, SD 571 1 7-5107 Ph: (605) 335-0174 • Fx: (605) 331-0333 Toll Free: 800-635-3456 Email: efdsales@ravenind.com www.ravenefd.com 2114 EFD 1103 CatenaryConstructionCorp 112HudsonAveRochesterNY14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: SUBMITTAL NO: 5 DATE OF SUBMITTAL: 10/20/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: Reinforcing Drawings; Apartment Bldg RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: ___________________ REVISION NO: ___________________ DATE: PRODUCT DATA, TESTS, SCHEDULES: Shop Drawings SAMPLES: MANUFACTURER: Whitacre Engineering ADDRESS: Canton, OH REFERENCES: SPEC. SECTION – PAGE: 33100-6 PARAGRAPH(S) 2.1 O CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP ARCHITECTS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 5 JOB: Stone Quarry Apartments DATE: PAGE: 9 ITEM:Concrete reinforcing APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE REMARKS: Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 10/29/14 $SDUWPHQW)1' $SSURYDO (OHYDWLRQV $SSURYDO (OHYDWLRQV $SSURYDO (OHYDWLRQV $SSURYDO $SW(OHY3ODQ $SSURYDO $SW1RUWK6WDLU3ODQ $SSURYDO $SW62*3ODQ $SSURYDO 1RWH 'UDZLQJ 'HVFULSWLRQ 5HY 6WRQH4XDUU\$SDUWPHQWV ,WKDFD1< (PDLO 7R &DWHQDU\&RQVWUXFWLRQ&RUS +XGVRQ$YH 5RFKHVWHU1< -RE1DPH /RFDWLRQ -RE1XPEHU 'DWH6HQW 7UDQVPLWWDO 6HQW9LD $WWQ :LOOLDP)DUPHU 4W\5HDVRQ6HQW 3DJH RI D6D7UDQVPLWWDO/HWWHUY)ULGD\2FWREHU 81$87+25,=('5(352'8&7,21352+,%,7(' $PDQGD6KRHPDNHU%\ (PDLO 5LFN)LQOD\VRQ&RQWDFW&& 6KLS9LD&& #4NOTE - JOINT REINFORCINGEVERY OTHER COURSE INFOUNDATION CMU WALLSNOT SHOWN HERE -PRESUMABLY BY OTHERS.NOTE - PIPING/CONDUITROUTED UNDER FOOTINGSNOT SHOWN. REFER TODETAIL 4/S106 FOR PIPINGPENETRATIONS ATFOUNDATION WALLS ANDFIELD ADJUST REINFORCINGIF REQUIRED.394'-2". REF S101. &7/S106; 12" STEPMAX.395'-2"OK394'-2". REF S101. &7/S106; 12" STEPMAX.395'-2"NOTE - SANITARYSEWER TO BETRENCHED EAST/WESTACROSS FOOTINGUNDER GEOFOAM NOTSHOWN. FIELD ADJUSTFOR TRENCH BEBREAKINGLONGITUDINALREINFORCING ATTRENCH.THE CONCERN WITHTHIS 2 BLOCK STEP ISTHAT IT DOESN'TELIMINATE CUTBLOCK AND COULDRAISE THE BOTTOMOF FOOTING ABOVEEXISTING GRADES ONTHE WEST SIDEAFTER SITECLEARING. STAYWITH DRAWINGELEVATIONS UNLESSTHERE'S A GOODREASON TO CHANGE. Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 12"8"12"395'-2"394'-2"8"SEE ELEVATION 1 STEPELEVATION CORRECTIONS.OK Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 SEE ELEVATION 1 STEPELEVATION CORRECTIONS.SEE ELEVATION 1 STEPELEVATION CORRECTIONS.OK Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 SEE ELEVATION 1 STEPELEVATION CORRECTIONS.SEE ELEVATION 1 STEPELEVATION CORRECTIONS.OK Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 OK Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14 Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ XDLE10/29/14