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417Appendix

418Agencies and OrganizationsACIACI International(American Concrete Institute)P.O. Box 909438800 Country Club DriveFarmington Hills, MI 48333Phone: 248-848-3700Fax: 248-848-3720Website: http://www.aci-int.net/E-mail: jtosca@aci-int.orgAGCAssociated General Contractorsof America333 John Carlyle StreetAlexandria, VA 22314Phone: 703-548-3118Fax: 703-548-3119Website: http://www.agc.orgE-mail: info@agc.orgAFPAAmerican Forest & PaperAssociation1111 19th Street NW, Suite 800Washington, DC 20036Phone: 202-463-2700Fax: 202-463-2785Website: http://www.afandpa.orgE-mail: info@afandpa.orgAIAAmerican Institute of Architects1735 New York Avenue, N.W.Washington, DC 20006Phone: 202-626-7300Fax: 202-626-7587Website: http://www.aiaonline.comE-mail: aiaonline@aiamail.aia.orgA Ins. AAmerican Insurance Association1130 Connecticut Ave., N.W.Washington, DC 20036Phone: 202-828-7100Fax: 202-293-1219Website: http://www.aiadc.orgE-mail: membership@aiadc.orgAIHAAmerican Industrial HygieneAssociation2700 Prosperity Avenue, Suite 250Fairfax, VA 22031Website: www.aiha.orgAISIAmerican Iron and Steel Institute1101 17th Street, N.W.Washington, DC 20036Phone: 202-452-7100Fax: 202-463-6573Website: http://www.steel.orgE-mail: dwalson@steel.orgANSIAmerican National StandardsInstitute11 W. 42nd Street, 13th floorNew York, NY 10036Phone: 212-642-4900Fax: 212-398-0023Website: http://www.ansi.orgE-mail: ansionline@ansi.orgAPAAPA, The Engineered WoodAssociation (formerly: AmericanPlywood Association)P.O. Box 11700Tacoma, WA 98411Phone: 253-565-6600Fax: 253-565-7265Website: http://www.apawood.orgE-mail: help@apawood.orgASAAcoustical Society of America2 Huntington QuadrangleSuite 1NO1Melville, NY 11747-4502Phone: 516-576-2360Fax: 516-576-2377Website: http://asa.aip.orgE-mail: asa@aip.orgASCAdhesive and Sealant Council, Inc.7979 Old Georgetown RoadSuite 500Bethesda, MD 20814Phone: 301-986-9700Fax: 301-986-9795Website: http://www.ascouncil.orgE-mail: malinda.armstrong@ascouncil.org

Appendix419ASHRAEAmerican Society of Heating,Refrigerating and Air ConditioningEngineers, Inc.1791 Tullie Circle, N.E.Atlanta, GA 30329Phone: 800-527-4723 or404-636-8500Fax: 404-321-5478Website: http://www.ashrae.orgE-mail: ashrae@ashrae.orgASSEAmerican Society ofSafety Engineers1800 E. Oakton StreetDes Plaines, IL 60018Phone: 800-380-7101Website: www.asse.orgASTMAmerican Society forTesting and Materials100 Barr HarborWest Conshohocken, PA19428-2959Phone: 610-832-9585Fax:: 610-832-9555Website: http://www.astm.orgE-mail: service@astm.orgAWCIAssociation of the Wall &Ceiling Industries International803 West Broad Street, Suite 600Falls Church, VA 22046Phone: 703-534-8300Fax: 703-534-8307Website: http://www.awci.orgE-mail: info@awci.orgBIABrick Industry Association(formerly: Brick Institute of America)11490 Commerce Park DriveReston, VA 20191Phone:703-620-0010Fax: 703-620-3928Website: http://www.brickinfo.orgE-mail: cooney@bia.orgCACCement Associationof Canada1500-60 Queen StreetOttawa, ON K1P 5Y7Phone: 613-236-9471Website: http://www.cement.caCCACanadian ConstructionAssociation75 Albert Street, Suite 400Ottawa, ON K1P 5E7Phone: 613-236-6455Fax: 613-236-9526Website: http://www.cca-acc.comCHBACanadian Home BuildersAssociation150 Laurier Avenue WestOttawa, ON K1P 5J4Phone: 613-230-3060Website: http://www.chba.caCISCCanadian Instituteof Steel Construction201 Consumers Road, Suite 300North York, ON M2J 4G8Phone: 416-491-4552Fax: 416-491-6461Website: http://www.cisc-icca.caCISCACeiling and Interior SystemsConstruction Association1500 Lincoln Highway, Suite 202St. Charles, IL 60174Phone: 630-584-1919Fax: 630-584-2003Website: http://www.cisca.orgE-mail: cisca@cisca.orgCMHCCanada Mortgage andHousing Corporation700 Montreal RoadOttawa, ON K1A 0P7Phone: 613-748-2000Fax: 613-748-2098Website: http://www.cmhc-schl.gc.caCSACanadian Standards Association178 Rexdale BoulevardEtobicoke, ON M9W 1R3Phone: 416-747-4000Website: http://www.csa.caCSCConstruction SpecificationsCanada120 Carlton Street, Suite 312Toronto, ON M5A 4K2Phone: 416-777-2198Fax: 416-777-2197Website: http://www.csc-dcc.ca

420CSIConstruction SpecificationInstitute99 Canal Center Plaza, Suite 300Alexandria, VA 22314Phone: 703-684-0300 or 800-689-2900Fax: 703-684-0465CSSBICanadian Sheet SteelBuilding Institute852 Bishop Street, NorthCambridge, ON N3H 4X6Phone: 519-650-1285Fax: 519-650-8081Website: http://www.cssbi.caCWCCanadian Wood Council400-99 Bank StreetOttawa, ON K1P 6B9Phone: 613-747-5544Fax: 613-747-6264Website: http://www.cwc.caDRCIDrywall Finishing Council345 West Meats AvenueOrange, CA 92865Phone: 714-637-2770Fax: 714-921-8974E-mail: noneEIMAEIFS Industry Members Association3000 Corporate Center DriveSuite 270Morrow, GA 30260Phone: 770-968-7945Fax: 770-968-5818GAGypsum Association810 First Street, NE, Suite 510Washington, DC 20002Phone: 202-289-5440Western Office: 602-527-8466Fax: 202-289-3707Website: http://www.gypsum.orgE-mail: info@gypsum.orgHUDDepartment of Housing & UrbanDevelopment (U.S.)451 Seventh Street, SWWashington, DC 20410Phone: 202-708-0417(General phone number)Fax: 202-619-8129(Administration Office)Website: http://www.hud.govE-mail: no general e-mailML/SFAMetal Lath/Steel FramingAssociation; now a division ofNational Association ofArchitectural Metal Manufacturers(see NAAMM)NAAMMNational Association ofArchitectural Metal Manufacturers8 South Michigan AvenueSuite 1000Chicago, IL 60603Phone: 312-332-0405Fax: 312-332-0706Website: http://www.naamm.orgE-mail: naamm@naamm.orgNAHBNational Association ofHome Builders1201 15th Street NWWashington, DC 20005-2800Phone: 800-368-5242 or202-822-0200Fax: 202-822-0559Website: http://www.nahb.comE-mail: info@nahb.comNCMANational Concrete MasonryAssociation2302 Horse Pen RoadHerndon, VA 20171-3499Phone: 703-713-1900Fax: 703-713-1910Website: http://www.ncma.orgE-mail: ncma@ncma.orgNEMANational Electrical ManufacturersAssociation1300 North 17th Street, Suite 1847Rosslyn, VA 22209Phone: 703-841-3200Fax: 703-841-3300Website: http://www.nema.orgE-mail: mal o’harpan@nema.orgNo general e-mail – above is forthe President.

AppendixNFPANational Fire Protection Association1 Batterymarch ParkP.O. Box 9101Quincy, MA 02269Phone: 800-344-3555 or617-770-3000Fax: 800-593-6372Website: http://www.nfpa.orgE-mail: custserv@nfpa.orgNFoPANational Forest Products AssociationThis organization is now AmericanForest & Paper Association (see AFPA)NIBSNational Institute ofBuilding Sciences1090 Vermont Avenue, NWSuite 700Washington, DC 20005-4905Phone: 202-289-7800Fax: 202-289-1092Website: http://www.nibs.orgE-mail: nibs@nibs.orgNLSNational Lime Association200 North Glebe Road, Suite 800Arlington, VA 22203Phone: 703-243-5463Fax: 703-243-5489Website: http://www.lime.orgE-mail: natlime@aol.comNRCC-IRCNational Research CouncilCanada-Institute ForResearch in Construction1200 Montreal RoadOttawa, ON K1A 0R6Phone: 613-993-2607Website: http://www.irc-cnrc.gc.caNSCNational Safety Council1121 Spring DriveItasca, IL 60143-3201Phone: 800-621-7619Website: www.nsc.orgNTISNational Technical InformationCenterU.S. Department of Commerce(Technology Admin.)5295 Port Royal RoadSpringfield, VA 22161Phone: 703-487-4650Fax: 703-605-6900Website: http://www.ntis.gov/E-mail: info@ntis.fedworld.govNWPCANational Wooden Pallet andContainer Association1800 North Kent Street, Suite 911Arlington, VA 22209-2109Phone: 703-527-7667Fax: 703-527-7171Website: http://www.nwpca.comOSHAU. S. Department of LaborOccupational Safety & HealthAdministration200 Constitution AvenueWashington, DC 20210Phone: 800-321-OSHA (6742)Website: www.osha.govPCAPortland Cement Association5420 Old Orchard RoadSkokie, IL 60077Phone: 847-966-6200Fax: 847-966-6200Website: http://www.portcement.orgE-mail: bruce mcintosh@portcement.orgPDCAPainting and DecoratingContractors Of America3913 Old Lee Highway, Suite 33BFairfax, VA 22030Phone: 800-332-7322Fax: 703-359-2576Website: http://pdca.orgE-mail: gdomedion@pdca.orgRAICRoyal ArchitecturalInstitute of Canada330-55 Murray StreetOttawa, ON K1N 5M3Phone: 613-241-3600Fax: 613-241-5750Website: http://www.raic.org421

422RALRiverbank Acoustical Laboratories1512 S. Batavia AvenueGeneva, IL 60134Phone: 630-232-0104Fax: 630-232-0138Website: http://riverbank.iitri.orgE-mail: jstangel@iitri.orgSIPAStructural Insulated PanelAssociation3413 56th Street NW, Suite AGig Harbor, WA 98335Phone: 253-858-7472Fax: 253-858-0272Website: http://www.sips.orgE-mail: jimt@sips.orgTCATile Council of America, Inc.100 Clemson Research Blvd.Anderson, SC 29625Phone: 864-646-8453Fax: 864-646-2821Website: http://www.tileusa.comE-mail: literature@carol.netTPITruss Plate Institute583 D’Onofrio Drive, Suite 200Madison, WI 53719Phone: 608-833-5900Fax: 608-833-4360Website: noneE-mail: flow@tpinst.orgTTMACTerrazzo Tile andMarble Association of Canada163 Buttermill Avenue, Unit 8Concord, ON L4K 3X8Phone: 905-660-9640Fax: 905-660-0513Website: http://www.ttmac.comULUnderwriters Laboratories, Inc.333 Pfingsten RoadNorthbrook, IL 60062-2096Phone: 847-272-8800Fax: 847-272-8129Website: http://www.ul.comE-mail: northbrook@ul.comULCUnderwriters Laboratoriesof Canada7 Crouse RoadScarborough, Ontario M1R 3A9CanadaPhone: 416-757-3611Fax: 416-757-1781Website: http://www.ulc.caE-mail: ulcinfo@ulc.caWHIWarnock Hersey International Inc.Intertek Testing Services530 Garcia AvenuePittsburg, CA 94565Phone: 925-432-7344Fax: 925-432-3576Website: http://www.warnockhersey.comE-mail: hstacy@itsqs.com

Appendix423Rating Fire EnduranceCAN/ULC S101(ASTM E119, UL 263and NFPA 251)This is the standard test for rating the fire resistance of columns, girders,beams, and wall-partition, floor-ceiling and roof-ceiling assemblies. Itis published by four organizations, designated above, and is essentially the same for all four.The test procedure consists of the fire endurance test for all assemblies (not individual products) and, in addition, a hose stream test forpartition and wall assemblies. The test specimen assembly must meetthe following requirements:1. Structural elements subjected to the test must support the maximumdesign loads applied throughout the test period. Columns, beams, girders and structural decks must carry the load without failure.This test does not imply that the test specimen will be suitable for useafter the exposure. Some specimens are so damaged after one hour ofexposure that they would require replacement, even though they meetall of the requirements for a 4-hr. rating.2. No openings may develop in an assembly that will permit flames or hotgases to penetrate and ignite combustibles on the other side.3. An assembly must resist heat transmission so that temperatures onthe side opposite the fire are maintained below designated values. Thetemperature of the unexposed surface is measured by thermocouplescovered with dry refractory filter pads attached directly to the surface.In the case of walls and partitions, one thermocouple is located at thecenter of the assembly, one in center of each quarter-section, and theother four at the discretion of the testing authority.The integrity of walls and partitions is evaluated in the hose stream test thatexamines the construction’s ability to resist disintegration under adverse conditions. The hose stream test subjects a duplicate sample to one-half of theindicated fire exposure (but not more than one hour), then immediately to astream of water from a fire nozzle at a prescribed pressure and distance.Thistest evaluates the impact, erosion and cooling effects of a hose streamdirected at the exposed surface. If there is a breakthrough on the unexposedside, sufficient to pass a stream of water, the result is test failure.The time-temperature curve used for the fire endurance test is shown onpage 424. The temperature of the furnace is obtained from the averagereadings of nine thermocouples, symmetrically located, and placed 150 mm(6 ) from the exposed surface of walls and partitions, or 300 mm (12 ) fromthe exposed surface of floors, ceilings and columns.Conditions for Hose Stream TestWater Pressure At Base of NozzleResistance PeriodkPalbf/in.2Duration of Application, Min.per 10m 2 (100 ft.2) Exposed Area8 hr. and over4 hr. and over if less than 8 hrs.2 hr. and over if less than 4 hrs.1-1/2 hr. and over if less than 2 hr.1 hr. and over if less than 1-1/2 hr.Less than 1 hr., if 1

424Time TemperatureCurve forFire-EnduranceTesting(CAN/ULC S101)Temp FTemp FTempTemp CCTime-Temperature 2Time, Hr.468Time, Hr.Surface Burning CharacteristicsCAN/ULC S102(ASTM E84, ANSI 2.5,NFPA 225 and UL 723)The characteristics of interior finish materials that are related to fireprotection are:– ability to spread fire, and– quantity of smoke developed when burningMaterials that have high flame spread and produce large quantities ofsmoke are considered undesirable, especially when used in areaswhere people assemble or are confined.The flame spread test (Surface Burning Characteristics of BuildingMaterials) is often referred to as the Steiner Tunnel Test, after itsoriginator.In the test, a 500 x 7620 mm (20 x 25 ) sample, forming the roof of arectangular furnace, is subjected to a fire of controlled severity, placed300 mm (12 ) from one end of the sample. Where the flame contactsthe sample is considered to be 1370 mm (4-1/2 ) from the fire, so thetest is actually conducted over 5940 mm (19-1/2 ) of the sample.

Appendix425The time required for the flame to travel the 5790 mm (19 ) to the endof the sample, along with the smoke and heat produced, is comparedwith similar figures for red oak which is arbitrarily given the value of100 for these three characteristics, and inorganic reinforced cementboard which is given the value of 0.Smoke developed is measured by means of a photoelectric cell connected to an ammeter which indicates changes in smoke density.Obviously, the indices developed in the tunnel test are relative, butenough is known about the burning characteristics of materials tomake these indices reliable for building code specifications.1 4/ " inorganicreinforced cement boardremovable top2" calcium silicate insulationtest sample 20" to 21" asports2" castablerefractoryFlame spread test furnaceFlame spread test furnaceIn Canada, the building code prescribes maximum limits of flamespread and smoke developed of materials based on the materialsactual results.U.S. building codes divide materials into four classes, based on theFlame Spread Indices. The numbering and range of each class varieswith the different codes, but they generally follow this pattern:Class I (Class A)—0-25Class III (Class C)—76-200Class II (Class B)—26-75Class IV (Class D)—over 200

426Surface Burning Characteristics (per CAN/ULC S102)ProductFlame SpreadSmoke DevelopedSHEETROCK Brand Gypsum PanelsSHEETROCK Brand Interior Gypsum Ceiling BoardSHEETROCK Brand Lay-In Ceiling TileSHEETROCK Brand Exterior Gypsum Ceiling BoardSHEETROCK Brand Gypsum Panels, Water-ResistantSHEETROCK Brand TEXTONE Vinyl-Faced Gypsum algarStriaeSonomaBrushworkTHERMAFIBER Sound Attenuation Fire BlanketsDUROCK Cement Board, Underlayment and Exterior Cement BoardUSG Brand Ceiling Panels151520202000000 25 25 25 25 25 25 25 25 25 251550.25 50 50 50 50 50 50 50 50 50 50000.50

Appendix427Determination of Sound Transmission Class (STC)Testing for airborne sound transmission is performed under rigidlyestablished procedures set up by the American Society for Testing andMaterials (ASTM procedure E90-90). Several independent acousticallaboratories across the nation are qualified to perform the tests.Although all are presumably reliable and follow the ASTM procedure,the results tend to vary slightly. For this reason, test results from morethan one laboratory should never be compared on an exact basis.Tests are conducted on a sample assembly, at least 2.4 m x 2.4 m insize. The assembly is installed between two rooms constructed in sucha way that sound transmitted between the rooms by paths other thanthrough the assembly is insignificant. Background noise in the roomsis monitored to ensure it does not affect test results.The sound source consists of an electronic device and loudspeakerwhich produce a continuous random noise covering a minimum frequency range of 125 to 4,000 Hz (Hertz—cycles per second). Note forcomparison that human speech is approximately 125 to 8,000 Hz.Panel diffusers and/or rotating vanes are set up so noise is diffusedand the sound level is measured at several microphone positions ineach room. Readings are taken at sixteen 1/3-octave frequency-bandintervals. Average sound levels in the receiving room are subtractedfrom the corresponding sound levels in the source room. The differences (sound levels of the actual transmission) are recorded as transmission-loss values (adjustments are made for test room absorptionand test assembly size).Sound Test SampleAssemblymicrophonemicrophonespeaker

428These transmission-loss values are then plotted on a frequency bandsound pressure level graph and the resulting curve is compared to astandard reference contour. The Sound Transmission Class (STC), asdefined by the rating procedure set forth in ASTM E413-87, is determined by adjusting the reference contour vertically until the decibel(dB) total of all frequency bands on the test curve that are below thereference contour does not exceed 32, and no point on the test curveis more than 8 dB below the reference contour. Then, with the referencecontour adjusted to meet these standards, its transmission loss at 500Hz (500 cycles per second) is taken as the STC (dropping dB unit).An alternative procedure, frequently used for the measurement ofsound transmission loss under field conditions, is given in ASTMStandard Test Method E336-90. This may be used to obtain a FieldSound Transmission Class (FSTC).Determinationof SoundTransmissionClassTestNo. CGC-241-ST of Sound TransmissionDeterminationfor United States Gypsum CompanyClassper ASTM E413-737060STC 50STC 50Transmission Loss(dB)(dB)TransmissionLoss5040302010deficiencies (dB)0 0 0 2 2 2 0 0 0 0 0 0 5 8 8 20100160125Sum 29Sum 29250 400 630 1000 1600 2500 4000200 315 500 800 1250 2000 3150One-third OctaveBand ncyin HzReproduced above is the graph of an actual sound transmission-losstest of a drywall partition, Test No. USG-241-ST. The partition is ratedat STC 50 with the reference contour adjusted to meet the standardsoutlined above. The deficiencies at 2,500 Hz and 3,150 Hz are 8, theallowable maximum.The total of all points below the criterion curve is 29, three points lessthan the 32 allowed.

Appendix429The reference contour itself is plotted to allow for subjective humanresponse to sound pressure at the 16 frequency bands measured.Because the human ear is less sensitive to low-frequency sound pressure than to high frequencies, the reference contour has been adjusted to allow some additional noise at low frequencies. This avoidsdown-rating test results because of noise levels that are least objectionable to people. The ASTM test procedure explains the use of STCin the following excerpt from E413.“These single-number ratings correlate in a general way with subjectiveimpressions of sound transmission for speech, radio, television and similar sources of noise in offices and buildings. This classification methodis not appropriate for sound sources with spectra significantly differentfrom those sources listed above. Such sources include machinery, industrial processes, bowling alleys, power transformers, musical instruments,many music systems and transportation noises such as motor vehicles,aircraft and trains. For these sources, accurate assessment of soundtransmission requires a detailed analysis in frequency bands.”Noise Reduction Coefficient (NRC)Noise Reduction Coefficient (NRC) is a measure of the sound absorptioncharacteristics of an acoustical product. In accordance with the reverberation room test method, ASTM C423, panels are tested for soundabsorption in the frequency range of 100 to 5000 hz. The actual NRCvalue is determined by averaging the sound absorption values in thefour main frequency bands of 250, 500, 1000, and 2000 hz. These values represent the majority of the range of the human voice. The greaterthe NRC, the better the overall sound absorption of the acoustical material, providing a room that will have less reverberation and echo.Ceiling Attenuation Class (CAC)Ceiling Attenuation Class (CAC) is a numerical rating used to characterize sound traveling between two horizontally adjacent spaces sharing a common ceiling plenum. CAC is measured using test standardASTM E1414. Sound is introduced into a room and measured in thatroom. Then the same sound is measured in the adjacent room (otherside of the partition from where sound was introduced). The CAC valueis calculated using sound measurements in both rooms. Any soundthat could pass directly through the partition is already calculated andfactored out. Higher CAC values indicate greater attenuation of soundinto and through the plenum.Articulation Class (AC)Articulation Class (AC) is a single numerical rating used to identify thedegree of transmitted speech intelligibility between office spaces. Thisrating is particularly useful for open plan offices. AC provides an indication of the degree to which occupants will be able to understandand/or be disturbed by conversation occurring elsewhere in the officespace. AC is determined by following the test procedure outlined instandard ASTM E1111, which measures sound levels in a source

430space and then at varying distances beyond a barrier screen. Thederived value is a combination of the sound reflection characteristicsand sound absorption characteristics of the acoustical product beingtested in a prescribed assembly.Determination of Impact Insulation Class (IIC)Impact sound originates when one body strikes another, such as in thecase of footsteps, hammering and objects falling. Even though some ofthe sound energy is eventually conducted to the air, the sound is stillclassified as impact.Impact sound travels through the structure with little loss of energy ifthe structure is continuous and rigid. Thus, tenants without enoughheat can pound on a radiator and notify the superintendent (and allother tenants as well) of the situation.Transmission of impact sound can be controlled by isolation, absorption and elimination of flanking paths, and offset by the introduction ofmasking sound. Limpness in the construction affects transmission ofimpact sound, but is difficult to introduce because of the structuralrequirements of the assembly.Mass plays a secondary role in the isolation of impact sound. The benefit of mass in a sound-control construction is its resistance to beingset into vibration. In retarding airborne sound, this is very effectivebecause the sound energy is small. With impact sound, the energy isgreater and is applied directly to the construction by the sound sourcewith little energy loss. Thus, the mass of that surface is immediately setinto motion. For this reason, concrete slab construction at 490 kg/m2(100 lb/ft.2) is only slightly more effective in retarding impact soundthan simple wood frame construction at 49 kg/m2 (10 lb/ft.2).Although leaks in a floor-ceiling assembly must be sealed to stoptransmission of the airborne sound associated with impact, they playlittle part in retarding the transmission of structure-borne sound.Absorbing ImpactSoundThe use of sound attenuation blankets is as effective in controllingimpact sound as for airborne sound. Of course, unless the oppositesurfaces of the assembly (floor and ceiling) are isolated or decoupled,sound travels through the connecting structure.StructuralFlanking PathsOne of the most frequent causes of sound performance failure in afloor-ceiling assembly is flanking paths. Impact sound produces highenergy at the source. This energy follows any rigid connection betweenconstruction elements with little loss. For example, in a child’s tin-cantelephone, sound travels better through the tight string stretchedbetween the cans than through the surrounding air.Some of the most common flanking paths are supplied by plumbingpipes, air ducts and electrical conduit rigidly connected between floorand ceiling. Continuous walls between floors, columns or any othercontinuous structural elements will act as flanking paths for impactsound. In fact, any rigid connection between the two diaphragms transmits impact sound.

431Appendix90ISPL curve of wood frame floor-ceiling80307040IIC reference contourIIC 346050506040703080ImpactInsulationInsulation ure Level(dB)(dB)ImpactSoundLevelDeterminationof ImpactInsulation Class20Frequency (Hz)Methods ofImpact 0020002500315010Frequency (Hz)Assemblies designed to retard transmission of impact sound are testedfor performance as prescribed by ASTM Standard Method E492-90.The floor-ceiling assembly is constructed between two isolated rooms,and microphones are positioned in the receiving room to record thepressure of transmitted sound.The impact sound source is a standard tapping machine. It rests on thefloor of the test assembly and drops hammers at a uniform rate andimpact energy. The sound produced depends to a large extent on thefloor surface material. Carpet and pad, for example, greatly improve IICratings. The transmitted sound is measured and recorded at severalmicrophone locations and four locations of the tapping machine.Results are corrected to a standard absorption so that results fromdifferent laboratories may be compared.These results, recorded at sixteen 1/3-octave bands, are plotted andcompared with a standard reference contour in much the same manner as Sound Transmission Class determinations, except that deficiencies lie above the contour.Impact sound rating methods were established by the U.S. Federal HousingAdministration (now HUD). The earliest was a single-number rating systemcalled Impact Noise Rating (INR) and published in FHA 750.The current rating system is described in E989-89. To determine thisImpact Insulation Class (IIC), the ISPL curve is plotted on a graph asshown above. The reference contour is then shifted to the lowest pointwhere no point on the ISPL (Impact Sound Pressure Level) curve ismore than 8 dB above it, and the sum of all ISPL deviations above it isno more than 32 dB. The location of the reference contour at 500 Hzis projected to the IIC scale, right of graph, to read IIC rating.The IIC relates to STC ratings with respect to acceptability, and is apositive number. IIC values will usually be 51 points above the corresponding former INR values, but some deviations can occur. Tests mustbe analyzed individually against IIC criteria.

432Abuse-Resistant SystemsAbuse resistance has grown in importance as designers have realizedthat it is often less expensive from a life-cycle cost perspective toaddress abuse resistance in critical areas in the initial project stagethan to pay the high on-going costs of maintaining and repairingregular drywall partitions.Defining Abuse Resistance Abuse resistance may be defined as theability of a system to resist three levels of damage: (1) Surface damage (from abrasion and/or indentation); (2) Penetration (through to thewall cavity from sharp or blunt impact); (3) Security breach (through theentire assembly from ballistics or forced entry). For more detailedinformation on abuse resistance, please see publication SA929, UnitedStates Gypsum Company Abuse Resistant Systems.Categories ofAbuse ResistanceAssemblies designed to have appropriate strength will lessen maintenanceand repair costs. Five usage categories have been created by CGC tohelp you determine the appropriate level of abuse resistance needed.Each category is described below with minimum performance valuesthat apply. All categories represent an improvement over standardinterior partition construction.CGC-DefinedPerformance TypesHard-BodyIndentation ImpactSoft-BodyImpact15 cycles3.8 mm(0.15 in.)41 N m(30 ft.-lbs.)163 N m(120 ft.-lbs.)30 cycles3.3 mm(0.13 in.)54 N m(40 ft.-lbs.)244 N m(180 ft.-lbs.)100cycles2.5 mm(0.10 in.)108 N m(80 ft.-lbs.)285 N m(210 ft.-lbs.)500cycles2 mm(0.08 in.)149 N m408 N m(110 ft.-lbs.) (300 ategory 1Light dutyA basic upgrade to standarddrywall. Provides improvedresistance to incidentalsurface and impact damage.Provides moderateresistance to incidentalsurface and impact damagefrom people and objects.Provides resistance to intentionalsurface and impact abusefrom people and objects.Provides resistance tohigh levels of intentional surfaceand impact damage fromhard objects.For areas requiring forcedentry and ballistic resistance.Category 2Moderate dutyCategory 3Heavy dutyCategory 4Extreme dutyCategory 5SecurityN/A

AppendixAbuse-ResistantSystems ByCategorySystemAssemblySubstrateThe following table illustrates abuse-resistant systems for all categoriesor levels of abuse-resistance that apply to walls. Systems based ondrywall, veneer plaster, conventional plaster, gypsum fiber and concretemasonry units (CMU) are described.FinishSurface DamagePenetrationFireSound(4) Partition SystemAbrasion Indentation Hard-Body(4) Soft-Body(4) Rating(1) (STCWidth(2) Weight(2) Cost(Cycles)Depth mm (in.) N m (ft.-lbs.) N m (ft.-lbs.) (hours) Rating)mm (in.) kg/m2 (psf) Index(3)Category 1 Basic Upgrade to standard drywall. Provides some resistance to surface abuse and impact.Light Duty 12.7 mm (1/2 )Joint303.694325N/A40 (est.) 11711TreatmentFIBEROCK VHI(0.14)(69.5)(240)(4-5/8) (2.3)Only1.1115.9 mm (5/8 )FIBEROCK 414(4-7/8) (2.9)1.1812.7 mm (

Appendix 423 Rating Fire Endurance CAN/ULC S101 This is the standard test for rating the fire resistance of columns, girders, (ASTM E119, UL 263 beams, and wall-partition, floor-ceiling and roof-ceiling assemblies. It and NFPA 251) is published by four organizations, designated above, and is essential- ly the same for all four. The test pro

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