A N AM E R I C A N N AT I O N A L S TA N D A R D ASME A112 6 7 2010 (Revision of ASME A112 6 7 2001) Sanitary Floor Sinks REAFFIRMED 201 5 FOR CURRENT COMMITTEE PERSONNEL PLEASE E MAIL CS@asme org INT[.]
ASME A112.6.7-2010 (Revision of ASME A1 2.6.7-2001 ) Sanitary Floor Sinks REAFFIRMED 201 FOR CURRENT COMMITTEE PERSONNEL PLEASE E-MAIL CS@asme.org A N A M E R I C A N N A T I O N A L S TA N D A R D I N TE N TI O N ALLY LE FT B LAN K ASME A112.6.7-2010 (Revision of ASME A1 2.6.7-2001 ) Sanitary Floor Sinks AN AM ERI CAN N AT I O N A L S TA N D A R D Three Park Avenue • New York, NY • 001 USA D a te Th i s be S ta n d a rd no wi ll ad d en d a AS M E i ssu es S ta n d a rd Ca s e s be re vi s e d i ssu ed w ri t te n to re p l i e s Pe ri o d i ca lly an d Th i s co d e S ta n d a rd s or is s ta n d a rd to th e th e y co n ce rn e d a re 11, a p p ro ve s i n te re s ts c o n c e rn i n g th e 01 th e i s s u a n ce of a n ew e d i ti o n Th e re wi ll th e i n t e rp re ta t i o n s A1 AS M E o f te ch n i c a l Co m m i tte e We b s i te m ay un d er be th e a s p e c ts p u bli s h e d as Co m m i tte e o f th i s Ca s e s Pa ge s at i ssu ed un d e r o f Th e h ad Am e ri ca n p ro ce d u re s th a t a p p ro ve d h a ve AS M E on tra d e m a rk d e ve l o p e d Th e S ta n d a rd s Co m m i tte e co m p e te n t a n d of p u bli sh e d re gi s te re d wa s S o ci e ty i n q u i ri e s a c ti o n s a re h ttp : / / cs to o l s a s m e o rg a s th e Fe b ru a ry e d i ti o n ce rta i n I n te rp re ta ti o n s AS M E wh e n th i s o f I s s u a n ce : an S o ci e ty a cc re d i te d as th e co d e o r s ta n d a rd o p p o rtu n i ty to o f M e ch a n i ca l m e e ti n g th e wa s b a la n ce d p a rti ci p a te Th e En gi n e e rs c ri te ri a to p ro p o s e d fo r a s s u re co d e Am e ri ca n N a ti o n a l th a t i n d i vi d u a l s o r s ta n d a rd was fro m m ad e a va i la b l e fo r p u b l i c re vi e w a n d co m m e n t th a t p ro vi d e s a n o p p o rtu n i ty fo r a d d i ti o n a l p u b l i c i n p u t fro m i n d u s try, a ca d e m i a , re gu la to ry a ge n ci e s , an d th e AS M E d oes n ot “ a p p ro ve , ” AS M E d oes n ot ta ke i te m s m e n ti o n e d in an y th i s p u b l i c- a t- la rge “ te , ” p o s i ti o n d o c u m e n t, o r “ e n d o rs e ” wi th an d i n fri n ge m e n t o f a n y a p p l i ca b l e l e tte rs a d vi s e d e n ti re l y th a t d e te rm i n a ti o n th e i r o wn Pa rti ci p a ti o n go ve rn m e n t by of th e re s p e c t d oes p a te n t, va l i d i ty n ot an y to i te m , th e u n d e rta ke n o r as s u m e s of an y s u ch co n s tru c ti o n , va l i d i ty to of an y i n s u re a n y s u ch p a te n t p ro p ri e ta ry p a te n t a n yo n e l i a b i l i ty ri gh ts , ri gh ts an d d e vi ce , u ti l i zi n g U s e rs o f a th e ri s k o r a c ti vi ty a s s e rte d of a in co n n e c ti o n s ta n d a rd a ga i n s t co d e o r s ta n d a rd i n fri n ge m e n t of fe d e l o r i n d u s try p ro ce d u re s an y fo r a re e xp re s s l y s u ch ri gh ts , is re s p o n s i b i l i ty a ge n c y re p re s e n ta ti ve (s ) e n d o rs e m e n t o f th i s co d e or p e rs o n (s ) a ffi l i a te d wi th i n d u s try is n ot to be an d p o l i ci e s , wh i ch No p a rt in p re c l u d e s o f th i s an wi th o u t Th e th e m ay re tri e va l p ri o r wri tte n Am e ri ca n Th re e i s s u a n ce d o cu m en t e l e c tro n i c th e S o ci e ty Pa rk Ave n u e , AM ERI CAN o f i n te rp re ta ti o n s be re p ro d u ce d s ys te m p e rm i s s i o n © Yo rk, o f th e ri gh ts Pri n te d 01 fo rm , p u b l i s h e r E n gi n e e rs by re s e rve d in an y i n d i vi d u a l s N Y 001 6-5 990 S O CI E TY O F M ECH AN I CAL All in by o r o th e rwi s e , o f M e ch a n i ca l N ew Co p yri gh t TH E i n te rp re te d as o r s ta n d a rd AS M E a cce p ts re s p o n s i b i l i ty fo r o n l y th o s e i n te rp re ta ti o n s o f th i s d o c u m e n t i s s u e d i n a cco rd a n ce wi th AS M E wi th l i a b i l i ty U S A E N G I N E ERS th e e s ta b l i s h e d CONTENTS Foreword Committee Roster Correspondence With the A112 Committee iv v vi General General Requirements Floor Sink Types and Sizes Outlet Size and Connection Testing Marking and Identification Figures Floor Sink Floor Sink With Seepage Flange Round Floor Sink Round Floor Sink With Seepage Flange Flanged Floor Sink Flangeless Floor Sink Floor Sink With Waterproof Membrane Full Grate Three-Quarter Grate 10 Half Grate 3 4 5 5 5 iii FOREWORD The American National Standards Committee A112 was organized on July 27, 1955 for the purpose of standardization of plumbing materials and equipment The first organizational meeting was held on July 22, 1958 At the meeting on May 1, 1964, Panel No 21 was created to establish standards for roof drains, floor drains, backwater valves, and other drainage specialties Its scope was as follows: The recommendation of suitable existing standards in cooperation with interested sponsors, or the development of adequate new standards as needed for roof drains, floor drains, and other drains as used or installed in plumbing systems The A112 Committee, undergoing a number of organizational changes over the years, is currently identified as ASME A112 Standards Committee A112 Panel 21 Working Groups, with the responsibility for drainage products were reorganized as Project Teams with sanitary floor sinks assigned to Project Team 6.7 The project team met twice for the purpose of developing this Standard, including criteria from the International Association of Plumbing and Mechanical Officials (IAPMO) product standards PS-62, PS-83, and PS-84 Suggestions for improvement of this Standard are welcome They should be sent to The American Society of Mechanical Engineers, Attn: Secretary, A112 Standards Committee, Three Park Avenue, New York, NY 10016-5990 This Standard was approved as an American National Standard on October 19, 2010 iv ASME A112 COMMITTEE Standardization of Plumbing Materials and Equipment (Th e fo ll o wi n g i s th e ro s te r o f th e Co m m i tte e at th e ti m e o f a p p ro va l o f th i s S ta n d a rd ) STANDARDS COMMITTEE OFFICERS D W Viola, Chair S A Remedios, Vice Chair F Constantino, Secretary STANDARDS COMMITTEE PERSONNEL R H Ackroyd, S R Aridi, A Ciechanowski, Alternate, J A Ballanco, J Bouwer, M N Burgess, S L Cavanaugh, F Constantino, P V DeMarco, Ra n d Te ch n i ca l J M Koeller, N M Kummerlen, J W Lauer, J C Watson, Alternate, L A Mercer, J E Bertrand, Alternate, T C Pitcherello, S Rawalpindiwala, S A Remedios, C Trendelman, Alternate, G L Simmons, W B Morris, Alternate, W M Smith, M Weiss, Alternate, D W Viola, Co n s u l ti n g Ko e ll e r a n d N S F I n te rn a ti o n a l JB S FA N S F I n te rn a ti o n a l E n gi n e e ri n g a n d S a n i fl o , Co d e S lo a n Co n s u l ti n g Moen , G ro u p , I n c Co n s u l ta n t Th e o f M e ch a n i ca l As s o ci a ti o n E n gi n e e rs M e ch a n i ca l o f Pl u m b i n g a n d As s o ci a ti o n o f Pl u m b i n g J ay Co n s u l ta n t I n c R Pi p e S m i th I n te rn a ti o n a l Co rp Affa i rs Fa u ce t an d Co Fo u n d ry Pi p e an d Fo u n d ry M a n u fa c tu ri n g Co Re s e a rch As s o ci a ti o n o f Pl u m b i n g a n d M e ch a n i ca l O ffi ci a l s M Campos, Alternate, Co n s u l ta n t Co n s u l ta n t M e ch a n i ca l H a rri s o n o f Co m m u n i ty Co D e l ta We i s s Co rp Wa yn e Fa u ce t Ch a rl o tte I n c B d l e y Co D e p a rtm e n t Ch a rl o tte Co m p l i a n ce , B d l e y M oen , J e rs e y D e l ta O ffi ci a l s G S Duren, R Emmerson, K Fromme, T R Eberhardy, Alternate, L S Galowin, R I Greenwald, G W Harrison, Co d e I n te rn a ti o n a l Va l ve Ko h l e r Co O ffi ci a l s D E Holloway, Alternate, an d S o ci e ty Co I n c N ew Am e ri ca n I n te rn a ti o n a l M e ch a n i ca l Va l ve S lo a n I n c B u rge s s Co Co n s u l ta n t W C Whitehead, Co n s u l ti n g I n te rn a ti o n a l As s o ci a ti o n o f Pl u m b i n g a n d O ffi ci a l s Pl u m b i n g a n d D i n a ge I n s ti tu te A112 PROJECT TEAM 6.7 — FLOOR SINKS W M Smith, Project Team Leader, W C Whitehead, Vice Chair, R H Ackroyd, M Campos, J ay R S m i th Pl u m b i n g a n d Ra n d R L George, G W Harrison, D W Viola, Ro n M a n u fa c tu ri n g Co D i n a ge I n s ti tu te I n te rn a ti o n a l En gi n e e ri n g I n te rn a ti o n a l As s o ci a ti o n G e o rge o f Pl u m b i n g a n d O ffi ci a l s M e ch a n i ca l O ffi ci a l s v D e s i gn & Co n s u l ti n g Co n s u l ta n t As s o ci a ti o n o f Pl u m b i n g a n d M e ch a n i ca l CORRESPONDENCE WITH THE A112 COMMITTEE General ASME Standards are developed and maintained with the intent to represent the consensus of concerned interests As such, users of this Standard may interact with the Committee by requesting interpretations, proposing revisions, and attending Committee meetings Correspondence should be addressed to: Secretary, A112 Standards Committee The American Society of Mechanical Engineers Three Park Avenue New York, NY 10016-5990 http://go.asme.org/Inquiry Proposing Revisions Revisions are made periodically to this Standard to incorporate changes that appear necessary or desirable, as demonstrated by the experience gained from the application of the Standard Approved revisions will be published periodically The Committee welcomes proposals for revisions to this Standard Such proposals should be as specific as possible, citing the edition, the paragraph number(s), the proposed wording, and a detailed description of the reasons for the proposal including any pertinent documentation When appropriate, proposals should be submitted using the A112 Project Initiation Request Form Proposing a Case Cases may be issued for the purpose of providing alternative rules when justified, to permit early implementation of an approved revision when the need is urgent, or to provide rules not covered by existing provisions Cases are effective immediately upon ASME approval and shall be posted on the ASME Committee Web page Requests for Cases shall provide a Statement of Need and Background Information The request should identify the standard, the paragraph, figure or table number(s), and be written as a Question and Reply in the same format as existing Cases Requests for Cases should also indicate the applicable edition(s) of the standard to which the proposed Case applies Interpretations Upon request, the Committee will render an interpretation of any requirement of their Standards Interpretations can only be rendered in response to a written request sent to the Secretary of the A112 Standards Committee The request for interpretation should be clear and unambiguous It is further recommended that the inquirer submit his/her request in the following format: Subject: Edition: Question: Cite the applicable paragraph number(s) and the topic of the inquiry Cite the applicable edition of the Standard for which the interpretation is being requested Phrase the question as a request for an interpretation of a specific requirement suitable for general understanding and use, not as a request for an approval of a proprietary design or situation The inquirer may also include any plans or drawings that are necessary to explain the question; however, they should not contain proprietary names or information Requests that are not in this format will be rewritten in this format by the Committee prior to being answered, which may inadvertently change the intent of the original request ASME procedures provide for reconsideration of any interpretation when or if additional information that might affect an interpretation is available Further, persons aggrieved by an interpretation may appeal to the cognizant ASME Committee or Subcommittee ASME does not “approve,” “certify,” “rate,” or “endorse” any item, construction, proprietary device, or activity Attending Committee Meetings The A1 Standards Committee regularly holds meetings, which are open to the public Persons wishing to attend any meeting should contact the Secretary of the A112 Standards Committee vi ASME A112.6.7-2010 SANITARY FLOOR SINKS GENERAL 1.1 Scope IAPMO/ANSI Z124.6-2007, Plastic Sinks Publisher: International Association of Plumbing and Mechanical Officials (IAPMO), 5001 East Philadelphia Street, Ontario, CA 91761-2816 (www.iapmo.org) This Standard applies to sanitary floor sinks and includes requirements for material, construction, inspection, testing, and marking The provisions of this Standard are not intended to prevent the use of any alternate materials or methods of construction, provided any such alternate meets the intent of this Standard 1.4 Floor Sink As covered in this Standard, a floor sink is a receptor drain that is designed and installed for the purpose of draining indirect waste to the sanitary drainage system 1.2 Units of Measurement Values are stated in U.S Customary units and the International System of Units (SI) The U.S Customary units shall be considered as the standard GENERAL REQUIREMENTS 2.1 Materials 1.3 References 2.1 Enameled and Epoxy-Coated Cast Iron Floor Sink The enameled and epoxy-coated cast iron floor The following documents form a part of this Standard to the extent specified herein Unless otherwise specified, the latest edition shall apply sink shall conform to the general requirements outlined in ASME A112.19.1/CSA B45.2-08, Section 4, and surface shall be examined for blemishes in accordance with para 5.2 ASME A112.6.3-2001, Floor and Trench Drains ASME A1 8.1 / CSA B1 25 -05, Plumbing Fixture Fittings ASME A1 8.2/ CSA B1 25 2-05, Plumbing Fixture Waste Fittings ASME A112.19.1/ CSA B45.2-08, Enameled Cast Iron and Enameled Steel Plumbing Fixtures ASME A1 3/ CSA B45 4-08, Stainless Steel Plumbing Fixtures Pub lisher: The American Society of Mechanical Engineers (ASME), Three Park Avenue, New York, NY 001 6-5990; Order Department: 22 Law Drive, P O Box 2900, Fairfield, NJ 07007-2900 (www.asme.org) 2.1.2 PVC Plastic Floor Sinks PVC floor sinks shall be made of a single PVC virgin compound except as provided in para , and shall conform to the requirements specified in ASTM D 1784 for a PVC 12454 compound The PVC plastic floor sinks shall conform to the general requirements outlined in IAPMO/ ANSI Z124.6-2007, Section and workmanship and finish in Section 2.1.2.1 Reworked Plastic Clean, reworked plastic generated from the manufacturer ’s own PVC 2454 products may be used provided the floor sinks produced meet the requirements of this Standard ASTM A 888, Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications ASTM D 522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings ASTM D 523, Standard Test Method for Specular Gloss ASTM D 1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D 2665, Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings American Society for Testing and Materials (ASTM International), 100 Barr Harbor Drive, P.O Box C700, West Conshohocken, PA 19428-2959 (www.astm.org) 2.1.3 Stainless Steel Floor Sinks The stainless floor sink shall conform to the general requirements outlined in ASME A112.19.3/CSA B45.4-08, Section 4, and surface shall be examined for blemishes in accordance with para 5.1 2.2 Epoxy Coating The visible surface after installation of each floor sink shall be acid-resisting epoxy, thoroughly fused to the cast iron base It shall be free from flaws that may affect the appearance or serviceability of the floor sink The epoxy surface shall meet the requirements of ASME A112.19.1/CSA B45.2-08, para 4.1.2 when evaluated for surface defects in accordance with para 5.2 ASME A112.6.7-2010 2.2.1 Surface Epoxy The surface epoxy, visible after installation, shall be glossy to the extent that it will have a 60 deg (1.05 rad) specular gloss of not less than 60 when tested in accordance with para 5.2 top s Top grates shall meet the requirements of ASME A112.6.3-2001 2.2.2 Epoxy Thickness The thickness of the epoxy Floor sinks without anchor flanges are for use where anchoring or clamping of a waterproof membrane is not required 3.2 Floor Sinks Without Anchor Flanges coating, as measured on a flat surface at least in (25 mm) from any edge shall be not less than mils (0.1 mm) 3.3 Floor Sinks With Anchor Flanges 2.2.3 Acid Resistance The epoxy coating shall be Floor sinks with anchor flanges are for use where anchoring or clamping of a waterproof membrane is required The membrane is to be secured to the anchor flange with flange clamps Provisions shall be made in the drain body for weepholes They shall be cast in the cast iron body and drilled in the PVC body, if necessary (see Figs through 7) acid resisting when tested in accordance with para 5.3 2.2.4 Epoxy Flexibility The epoxy shall be flexible when tested in accordance with para 5.4 2.3 Detail Requirements 2.3.1 Floor Sink Drain Body The drain body shall be smooth with rounded corners to eliminate bacterial catching surfaces Drains and other waste-fitting components shall comp ly with ASME A1 2/ CSA B125.2-05 3.4 Grate Configurations Grate configurations shall be either full, 3⁄4 , or ⁄2 design See Figs through 10 Direction of slots may vary depending on the manufacturer 2.3.2 Strainers and Grates The strainers and grates shall be accessible and removable for cleaning and maintenance The grates must be aligned properly and fastened by accompanying screws, unless floor sink design is for loose set installation OUTLET SIZE AND CONNECTION Outlet size and connections shall be in accordance with ASME A112.6.3-2001 and/or ASTM A 888 PVC shall also be in accordance with ASTM D 2665 2.3.3 Open Area The grates and strainers shall comply with the open area requirements of ASME A112.6.3-2001 TESTING 2.3.4 Screws All screws shall be made of corrosion- 5.1 Enameled Cast Iron Floor Sinks resistant material Enameled cast iron floor sinks shall meet the requirements of ASME A112.19.1/CSA B45.2-08 2.3.5 Dimensions PVC floor sink dimensions shall conform to the socket and spigot dimensions as specified in ASTM D 2665 5.2 Specular Gloss of the Epoxy Coating 2.3.6 Top Loading Top loading classifications for The specular gloss of the epoxy shall be determined in accordance with ASTM D 523 for 60 deg (1.05 rad) grates shall be in accordance with ASME A112.6.3-2001 2.4 Fixture Fittings 5.3 Acid Test for the Epoxy Coating Factory-supplied supply fittings shall comply with ASME A112.18.1/CSA B125.1-05 The acid test for the epoxy coating shall be a fresh solution made of one part citric acid crystals to ten parts water by weight applied to the surface of the epoxy coating for 15 min, at the end of which period, after washing and drying, there shall be no loss of epoxy The floor sink and acid solution shall have been stored for not less than hr immediately preceding the test in an atmosphere of 80°F ± 10°F (26.67°C ± 5.55°C) The test shall be applied to a clean area, in a pool of several drops, and covered with a watch glass to hold the solution in place 2.5 Fixture Waste Fittings Factory-supplied waste fittings shall comply with ASME A112.18.2/CSA B125.2-05 FLOOR SINK TYPES AND SIZES 3.1 Illustrations The floor sink type and sizes illustrated in Figs through are commonly cast iron and Figs through are commonly PVC, but other type materials may be provided Those illustrated represent a selection for ordinary types and may be provided with a variety of 5.4 Flexibility of the Epoxy The flexibility of the epoxy shall be in accordance with ASTM D 522, 180 deg around a 1⁄4 in (6.4 mm) mandrel ASME A112.6.7-2010 5.5 PVC Plastic Floor Sinks PVC plastic floor sinks shall meet the requirements of ASME A112.6.3-2001, Section 5.6 Stainless Steel Floor Sinks Stainless steel floor sinks shall meet the requirements of ASME A112.19.3/CSA B45.4-08, Section MARKING AND IDENTIFICATION Floor sinks shall be marked with the following and shall be visible after installation when the markings are not detrimental to the finish or appearance: (a) manufacturer’s name or trademark (b) model number Fig Floor Sink With Seepage Flange Fig Floor Sink ASME A112.6.7-2010 Fig Round Floor Sink Fig Round Floor Sink With Seepage Flange ASME A112.6.7-2010 Fig Flanged Floor Sink Fig Full Grate Fig Three-Quarter Grate Fig Flangeless Floor Sink Fig 10 Half Grate Fig Floor Sink With Waterproof Membrane Size of hole: / in (4.8 mm) 16 diameter GENERAL NOTE: When using a waterproof membrane, drill holes on the floor sink body (where indicated) before installing the floor sink to the piping system I N TE N TI O N ALLY LE FT B LAN K A112 ASME STANDARDS RELATED TO PLUMBING Ai r G a p s Ai r G a p in Pl u m b i n g S ys te m s Fi tti n gs S ta i n l e s s fo r U s e S te e l Wi th D i n a ge M a ce ti n g To i l e t Sys te m s S ys te m s Wa te r H e a te r Re l i e f Va l ve Wa te r Cl o s e t Pla s ti c Pe rs o n a l Fi tti n gs M a n u a ll y Ro o f, an d an d Wa te r- Co n n e c te d Ap p l i a n ce s , D WV, S to rm , Co m p o n e n ts an d an d Re ce p to rs ) Ap p u rte n a n ce s Va c u u m Ap p l i ca ti o n s , Ab o ve - an d B e l o w- G ro u n d (R2 ) A1 - 0 A1 - 0 (R2 0 ) A1 - 0 D e vi ce s A1 - 0 to th e S h u to ff Va l ve s S a n i ta ry fo r U s e in fo r O ff- th e - Fl o o r Wa te r Cl o s e ts D i n a ge Sys te m Pl u m b i n g Sys te m s fo r Pu b l i c Wi th A1 - 9 (R2 ) A1 - 0 (R2 ) U s e A1 M - 9 (R2 0 ) A1 - 0 (R2 ) D i n s Co n cea l e d Ta n ks A1 - 0 (R2 0 ) B a l co n y D i n s A1 - 0 (R2 0 ) Fl o o r S i n ks Si ph on i c A1 - 0 A1 - 0 Tu b e s fo r O ff- th e - Fl o o r Pl u m b i n g Fi xtu re s S u p p o rts Tre n ch D e ck, S a n i ta ry H ygi e n e Re la te d Qu a rte r-Tu rn S u p p o rts Fra m i n g- Affi xe d Fl o o r a n d an d D i n fo r S a n i ta ry, fo r Co n n e c ti n g Wa te r Cl o s e ts O p e te d , Fl o o r- Affi xe d (Fo r Pl u m b i n g Fi xtu re s Pl u m b i n g Fi xtu re s , A1 - 0 (R2 ) B a ckwa te r Va l ve s A1 - 0 (R2 0 ) G rea s e I n te rce p to rs A1 - 0 (R2 0 ) G re as e Re m o va l (R2 0 ) FO G Ro o f D i n s A1 - (Fa ts , O i ls , D e vi ce s A1 - 0 an d G re a s e s ) D i s p o sa l S ys te m s A1 - Pl u m b i n g Fi xtu re Fi tti n gs A1 - 0 / CSA B1 -05 Pl u m b i n g Fi xtu re Wa s te B1 -05 Pe rfo rm a n ce Fl e xi b l e Re q u i re m e n ts En a m e ll e d Cas t Wa s te I ro n Pro te c ti o n D e vi ce s an d S ys te m s in Pl u m b i n g Fi xtu re Fi tti n gs A1 - 0 an d E n a m e ll e d B45 4-08 Wa s te Ta n ks , an d in A1 M - 9 A1 - 0 A1 - 0 S wi m m i n g Po o l s , Pe d e s ta l - M o u n te d , Wa d i n g Po o l s , S p as, an d H ot Tu b s Ad j u s ta b l e , El e va ti n g, Ti l ti n g, an d Pi vo ti n g La va to ry, S i n k, an d Sh am poo B o wl Ca rri e r M a n u fa c tu re d Sys te m s Eq u i p p e d S a fe ty Va c u u m Wi th Wi th a Dual Pre s s u re Fl u s h i n g D e vi ce S ea le d D o o rs Re l e as e S ys te m s (SVRS ) fo r Re s i d e n ti a l a n d Co m m e rci a l S wi m m i n g Po o l , Sp a, H o t Tu b , an d N o n wa te r U ri n a l s fo r U ti l i ty an d D i n A1 - 0 A1 - 0 (R2 ) Wa d i n g Po o l S u c ti o n M a i n te n a n ce (R2 0 ) an d A1 - 0 Ch i n a A1 - 0 S ys te m s S ys te m s B a th tu b s (R2 0 ) U ri n a l s fo r Wa te r Cl o s e ts A1 - 0 S i x- Li te r Wa te r Cl o s e ts H yd n ts Pl u m b i n g Fi xtu re s Ap p l i a n ce s fo r U s e B a th tu b s / Wh i rl p o o l Vi tre o u s S te e l B o wl s , B a th tu b D e vi ce s Wa ll - M o u n te d , (R2 0 ) A1 - 0 Pl u m b i n g Fi xtu re s A1 - 0 / CSA fo r Wa te r- Cl o s e t Fl u s h Pro te c ti o n A1 - 9 B45 -08 Fo rm e d S te e l B a ckfl o w S ys te m s B45 -08 En a m e le d Fi tti n gs I n te gra l Pl u m b i n g Fi xtu re s A1 - 0 / CSA S te e l H yd ro m a s s a ge Wi th fo r Pl u m b i n g D i n a ge (R2 0 ) B1 6-09 A1 - 0 / CSA S ta i n l e s s S u c ti o n Va l ve s Pl u m b i n g Fi xtu re s Po rce la i n Dual fo r B a ckfl o w B a th / S h o we r Tra n s fe r Va l ve s S a n i ta ry Ce m i c Tri m A1 - 0 / CSA Wa te r Co n n e c to rs A1 - 0 / CSA D e ck M o u n te d I n - Li n e Fi tti n gs A1 - A1 - 0 U se A1 M - (R2 0 ) Cl e a n o u ts A1 M - 9 (R2 0 ) Th e AS M E Pu b l i ca ti o n s Ca ta l o g s h o ws a i n fo rm a ti o n about o u r p u b l i ca ti o n s , ca ll co m p l e te l i s t o f a ll th e S ta n d a rd s p u b l i s h e d - 0 -TH E- AS M E (1 - 0 - - ) b y th e S o ci e ty Fo r a co m p l i m e n ta ry ca ta l o g, o r th e la te s t I N TE N TI O N ALLY LE FT B LAN K ASME Services AS M E is co m m i tte d q u e s ti o n s AS M E an d to d e ve l o p i n g e xp e d i te an d yo u r o rd e rs d e l i ve ri n g Pre s s Ca rd I M e ch E O rd e rs & Pa ym e n t S h o rt S ta tu s h a n d le 22 La w in I n fo rm a ti o n th e Ce n tra l , we m a ke e ve ry e ffo rt to a n s we r yo u r fo ll o wi n g a re a s : B e n e fi ts Pu b l i c I n fo rm a ti o n S e lf-S tu d y Co 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B ox 0 or s u b m i tte d 0 -TH E- AS M E (8 0 - - ) Mexico: J e rs e y 07007-2 900 * AS M E ’ s Pu b l i ca ti o n s Mail ASME Fa i rfi e l d , At assi s t I n q u i ri e s Th e re a re fo u r o p ti o n s fo r m a ki n g i n q u i ri e s * o r p la ci n g o rd e rs wi ll to Pro gra m s Pro fe s s i o n a l Co n fe re n ce s Mem ber Dues rea d y O th e r AS M E Pu b l i ca ti o n s M e e ti n gs i n fo rm a ti o n a re M e m b e r S e rvi ce s Codes & Standards Cre d i t te ch n i ca l O u r re p re s e n ta ti ve s Fax—24 hours E-Mail—24 hours 973 -882 -1 71 I n fo ce n tra l@ a s m e o rg 973 -882 -5 5 - 0 -TH E- AS M E (9 - 0 - - ) Universal: Ce n tra l n ot in s ta ff te ch n i ca l wri ti n g to a re n ot p e rm i tte d i n q u i ri e s th e a re to i ss u e d s ta ff s e c re ta ry 973 -882 -1 67 a n s we r to th i s Ad d i ti o n a l i n q u i ri e s co d e or about th e s ta n d a rd p ro ce d u re s is te ch n i ca l s h o wn fo r i n q u i ri e s m ay co n te n t on be th e of th i s co p yri gh t l i s te d wi th i n co d e p a ge or s ta n d a rd All te ch n i ca l I n fo rm a ti o n i n q u i ri e s as m ust to be I N TE N TI O N ALLY LE FT B LAN K I N TE N TI O N ALLY LE FT B LAN K ASME A112.6.7-2010 J1 61