ASTM C1780-2013 Standard Practice for Installation Methods for Adhered Manufactured Stone Masonry Veneer《粘贴的人造石圬工安装方法标准操作规程》.pdf

1、Designation: C1780 13Standard Practice forInstallation Methods for Adhered Manufactured StoneMasonry Veneer1This standard is issued under the fixed designation C1780; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last

2、 revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice is intended to provide accepted proceduresto designers and installers of adhered manufactured stonemasonry v

3、eneer in residential and commercial construction.This information is meant to complement the specific installa-tion instructions provided by manufacturers of adhered manu-factured stone masonry veneers and recognized building codes,but is not meant to replace them. This practice does not addressinst

4、allation methods or techniques for all materials in thebuilding envelope. This practice covers the installation ofadhered manufactured stone masonry veneer (AMSMV) unitsfor application as adhered veneer to exterior and interior walls,columns, landscape structures and other structures suitable torece

5、ive adhered veneer. The units included in this practice aremanufactured to meet the requirements of Specification C1670.This practice is limited to the installation of AMSMV units.This practice does not cover all flashing or moisture manage-ment requirements. Refer to the applicable building code an

6、dproject documents for additional flashing and moisture man-agement requirements.NOTE 1The Masonry Veneer Manufacturers Association (MVMA)publication Installation Guide for Adhered Concrete Masonry Veneerprovides generally accepted methods and details for installation andflashing.1.2 The values stat

7、ed in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 All workmanship and materials related to the installa-tion of AMSMV units shall meet the requirement

8、s of thecontract documents and building code having jurisdiction overthe project.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and de

9、termine the applica-bility of regulatory limitations prior to use. (WarningFreshhydraulic cementitious mixtures are caustic and may causechemical burns to skin and tissue upon prolonged exposure.2)2. Referenced Documents2.1 ASTM Standards:3C90 Specification for Loadbearing Concrete Masonry UnitsC270

10、 Specification for Mortar for Unit MasonryC482 Test Method for Bond Strength of Ceramic Tile toPortland Cement PasteC847 Specification for Metal LathC926 Specification for Application of Portland Cement-Based PlasterC932 Specification for Surface-Applied Bonding Com-pounds for Exterior PlasteringC93

11、3 Specification for Welded Wire LathC979 Specification for Pigments for Integrally Colored Con-creteC1032 Specification for Woven Wire Plaster BaseC1059 Specification for Latex Agents for Bonding Fresh ToHardened ConcreteC1063 Specification for Installation of Lathing and Furringto Receive Interior

12、and Exterior Portland Cement-BasedPlasterC1180 Terminology of Mortar and Grout for Unit MasonryC1232 Terminology of MasonryC1384 Specification for Admixtures for Masonry MortarsC1670 Specification For Adhered Manufactured Stone Ma-sonry Veneer (AMSMV) UnitsC1714 Specification for Preblended Dry Mort

13、ar Mix forUnit MasonryE2556/E2556M Specification for Vapor Permeable FlexibleSheet Water-Resistive Barriers Intended for MechanicalAttachment1This practice is under the jurisdiction of ASTM Committee C15 on Manufac-tured Masonry Units and is the direct responsibility of Subcommittee C15.05 onMasonry

14、 Assemblies.Current edition approved June 1, 2013. Published June 2013. DOI: 10.1520/C1780132Annual Book of ASTM Standards. Vol 04.01. See the section on SafetyPrecautions in the Manual of Cement Testing.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Se

15、rvice at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States12.2 Other Standards:4TMS 402/ACI 530/ASCE 5

16、 Building Code Requirementsfor Masonry StructuresTMS 602/ACI 530.1/ASCE 6 Specification for MasonryStructures2.3 ANSI Standards:5ANSI A118.1 American National Standard Specificationsfor Dry-Set Portland Cement MortarANSI A118.4 American National Standard Specificationsfor Latex-Portland Cement Morta

17、r2.4 ICRI International Concrete Repair Institute:6No. 310.21997 Selecting and Specifying Concrete SurfacePreparation for Sealers, Coatings and Polymer Overlays(formerly No. 03732). Concrete Surface Profile Chips.2.5 Masonry Veneer Manufacturers Association:7MVMA Installation Guide for Adhered Concr

18、ete MasonryVeneer3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 adhered manufactured stone masonry veneer(AMSMV), nthe assembly of thin masonry units adhered to abacking with a cementitious mortar.3.1.1.1 DiscussionOther names have been used for thisproduct since it was devel

19、oped and the Masonry VeneerManufacturers Association can provide historic informationregarding names.3.1.2 back butter, vthe act of applying a setting bed mortarto the back of a masonry unit.3.1.3 brown coat, nin multiple coat stucco work, thesecond coat, applied over the scratch coat.3.1.4 drainage

20、 wall system, na system installation thatcreates a physical planar air gap between cladding system andwater resistive barrier.3.1.5 foundation weep screed, nan accessory used toterminate adhered manufactured stone masonry veneer at thebottom of exterior framed walls.3.1.5.1 DiscussionThis accessory

21、shall have a sloped,solid, or perforated, ground or screed flange to facilitate theremoval of moisture from the air gap and a vertical attachmentflange not less than 312 in. (89 mm) long.3.1.6 full setting bed, nmortar bed of specified thickness,covering the complete back of units and free of voids.

22、3.1.7 scratch coat, nthe first coat of mortar or hydraulliccement based plaster applied to a base and then scratched tocreate additional bonding area and mechanical interlock.3.1.8 setting bed, nthe mortar used to bond units to aprepared surface or scratch coat.3.1.9 sheathed frame substrate, nwood

23、or metal/steelframing covered by a building code approved sheathingmaterial.3.1.10 thumb-print hard, adjdescription of mortar jointsto determine their readiness for tooling determined when themortar will retain the imprint of a thumb but no mortar istransferred to the thumb.3.1.11 tight fit joint, n

24、a joint created when units areinstalled with edges touching or less than38 in. (10 mm)distance between units.3.1.11.1 DiscussionMany units have varied and randomedges which make it impossible to define specific minimum ormaximum joint space.3.1.12 water resistive barrier (WRB), na material behindan

25、exterior wall covering that is intended to resist liquid waterthat has penetrated the exterior covering from further intrudinginto the exterior wall assembly.3.2 Refer to Terminology C1180 for additional terminologyfor mortar and Terminology C1232 for additional terminologyfor masonry.4. Materials4.

26、1 Adhered Manufactured Stone Masonry Veneer(AMSMV) shall comply with the following requirements:4.1.1 AMSMV Units shall comply with SpecificationC1670.4.1.2 AMSMV Units shall comply with the Building CodeRequirements for Masonry Structures; TMS 402/ACI 530/ASCE 5, Section 6.3.2.1Adhered Veneer, Unit

27、 sizes.4.2 Water Resistive Barrier shall comply with SpecificationE2556/E2556M.4.3 Lath shall comply with one of the following:4.3.1 Expanded metal lath shall be corrosion resistant, shallhave a minimum weight of 2.5 lb (1.13 kg) per square yard,and shall comply with the requirements of Specificatio

28、n C847.4.3.2 Woven wire mesh shall be corrosion resistant, shall bea minimum of 18 gauge, and shall comply with the require-ments of Specification C1032.4.3.3 Welded wire lath shall be corrosion resistant and shallcomply with Specification C933.4.3.4 Non-metallic lath material shall be corrosion res

29、istant,with a published evaluation report from an ANSI accreditedevaluation service that rates the lath as acceptable substitute forthe above listed laths and be rated for use behind AMSMV.NOTE 2It is acceptable to use lath materials that comply with 4.3 thatalso provide a paper backing which compli

30、es with the requirements of 4.2.4.4 Mortar:4.4.1 Mortar shall comply with one of the following:4.4.1.1 Type N or Type S of Specification C270.4.4.1.2 Type N or Type S of Specification C1714.4.4.1.3 ANSI A118.1 or ANSI A118.4.NOTE 3Mortar may be specified by the proportion method or theproperty metho

31、d of Specification C270.4.4.2 Admixtures shall comply with Specification C1384.4.4.3 Bonding agents shall comply with SpecificationC1059 or Specification C932.4Available from American Society of Civil Engineers (ASCE), 1801 AlexanderBell Dr., Reston, VA 20191, http:/www.asce.org.5Available from Amer

32、ican National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.6Available from International Concrete Repair Institute (ICRI), 38800 CountryClub Drive Farmington Hills, MI 48331, http:/www.icri.org.7Available from Masonry Veneer Manufacturers Association (

33、MVMA), 13750Sunrise Valley Drive Herndon, VA 20171, http:/www.masonryveneer.org.C1780 1324.4.4 Mortar coloring pigments shall comply with Specifi-cation C979.4.5 Lath fasteners shall comply with Specification C1063.4.6 Foundation weep screed shall comply with SpecificationC1063.4.7 Stucco system scr

34、atch or brown coat, when used as theAMSMV scratch coat, shall comply with Specification C926up to the brown coat without application of the finish coat.4.8 Water used for mixing mortar or dampening units,scratch coat, or masonry surface shall be clean and free ofamounts of oils, acids, alkalies, sal

35、ts, organic materials, orother substances that are deleterious to mortar or any metal inthe wall.5. Ambient Conditions5.1 Hot and Dry ConditionsIf the ambient conditionsexceed 100F (37C) or 90F (32C) with a wind velocitygreater than 8 mph (12.9 km/h) comply with the hot weatherconstruction requireme

36、nts of local building code, the recom-mendations of AMSMV unit manufacturer and hot weatherconstruction provisions of TMS 602/ACI 530.1/ASCE 6. Ifthere is a contradiction among documents, local building codeshall prevail.5.1.1 When AMSMV is applied in hot or dry weather,before applying mortar, moist

37、en the scratch coat with a finespray of water or a wet brush to prevent excessive absorptionof water from the mortar. The scratch coat shall appear wet butwithout free water on the surface. Units shall also be moistenedfollowing the requirements of 7.2.15.2 Freezing or Low TemperaturesAccelerating a

38、dmix-tures shall comply with Specification C1384. Anti-freezeadmixtures to lower freezing point of mortar shall not be used.Accelerating admixtures containing calcium chloride shall notbe used. If the ambient conditions are below 40F (4C), theinstallation shall comply with the cold weather construct

39、ionprovisions of TMS 602/ACI 530.1/ASCE 6.6. Substrate/Surface Preparation6.1 The substrates and preparation that follow are typicaland field proven applications. Installation over any othersubstrate requires the approval of the AMSMV unit manufac-turer.6.2 Masonry:6.2.1 Install units directly on ma

40、sonry that is clean and freeof paint, dirt, sealers, loose or spalling material.6.2.2 All masonry surfaces that are dirty, painted, coatedwith curing compounds or surface sealed, shall be cleaned bypower washing, sandblasting, beadblasting or appropriate sol-vent to form a substrate suitable for bon

41、ding. If the surfacecondition cannot support direct application, install lath. Ifmasonry wall exhibits spalling, cracking or generaldeterioration, the wall shall be evaluated by the designer ofrecord for integrity before proceeding.6.3 Wood/Metal Framing:6.3.1 Water Resistive Barrier (WRB) Installat

42、ionInstalltwo separate layers of WRB outboard of the sheathingmaterial, in accordance with the WRB manufacturers instal-lation instructions. Each layer is not required to be the samematerial. The WRB shall be integrated with all flashingmaterials in such a manner that prevents penetration of waterbe

43、yond the WRB. WRB shall overlap a minimum 6 in. (152mm) at vertical joints and a minimum 2 in. (50 mm) athorizontal joints and shall be applied in shingle fashion. WRBfasteners shall be spaced in accordance with the water resistivebarrier manufacturers installation instructions.NOTE 4Some building c

44、ode jurisdictions allow a single layer WRBwhen a drainage wall system is used. This is an acceptable installationwhen the drainage wall system meets the requirements of Section 10 ofthis practice.6.3.2 Sheathed Frame Substrate:6.3.2.1 Foundation Weep ScreedInstall foundation weepscreed in accordance

45、 with Specification C1063.6.3.2.2 LathInstall lath which meets the requirements of4.3 in accordance with Specification C1063, or the alternatelath manufacturers installation instructions, or the projectdesign documents.NOTE 5In order to facilitate embedment of lath in mortar, some lathproducts will

46、require furring. Furring and self-furring lath are addressed inSpecification C1063, Table 3.6.3.2.3 Scratch CoatInstall a scratch coat with a minimumthickness of12 in. (13 mm) and maximum thickness of34 in.(19 mm) of mortar. The scratch coat shall be applied withsufficient material and pressure to f

47、ully engage and encapsulatethe lath and with sufficient thickness of material to allow forscoring the surface. As soon as the scratch coat becomessomewhat firm the entire surface shall be scored in thehorizontal direction only.6.3.3 Open Studs, Non-Solid Sheathing and Metal BuildingPanels:NOTE 6Non-

48、solid sheathing description is intended to address prod-ucts such as foam sheathing, fiberboard sheathing, and other sheathingproducts that would not resist the force used to press units onto scratchcoat, resulting in detrimental lath movement.6.3.3.1 Foundation Weep ScreedInstall foundation weepscr

49、eed in accordance with Specification C1063.6.3.3.2 LathInstall paperbacked 3.4 lb (1.54 kg)38 in. (10mm) rib lath in accordance with Specification C1063 unless thedesign documents provide other criteria. Paper backing mustmeet 4.2 to be considered one of the WRB layers.NOTE 7Paperbacked lath is an effective method to prevent mortarfrom reaching insulation cavity in open stud construction or spacebetween ribs in metal building panels. A separately applied layer of WRBcan serve the same purpose. Non-solid sheathing applications do notr