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HomeMy WebLinkAbout0035 SCUDDER AVENUE �,,g� �� I N �� Gti� I I .I I�ir� �,�i 1 �, Anderson, Robin �—I V I' From: Florence, Brian Sent: Tuesday, November 12, 2019 8:27 AM To: Anderson, Robin Subject: FW: sheraton (dunphy's) Hi Robin, Not sure what we can do but can you touch base with Darcy and see if there is any assistance we can offer? Maybe some guidance with Court? Thanks, -Brian From: Town Main Mailbox Sent: Tuesday, November 12, 2019 8:18 AM To: Karle, Darcy Cc: Florence, Brian Subject: FW: sheraton (dunphy's) In to the web. Dan From: cclou [mailto:ccloud3@verizon.net] Sent: Saturday, November 9, 2019 10:03 AM To: Town Main Mailbox Subject: Fwd: sheraton (dunphy's) -----Original Message----- From: cclou <ccloud3@verizon.net> To: email <emaiI@townofbarnstable.ma.us> Sent: Sat, Nov 9, 2019 6:57 am Subject: sheraton (dunphy's) darcy karle wetland protection hi I have sent emails to town in august about all the trash in wetlands bordering the parking lot after having talked to the mngr at hotel I had asked if they would like help cleaning up the area (may) I was told they would take care of it after many phone calls and emails the dump is still growing as nothing has been done would you be able to do anything about this thankyou CAUTION:This email originated from'outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe!, 1 t ,w - r - �� ���� i r a ' i IMEF F i � _ Ninted' '6 8/7/2019 o Complain Calhl �eEport i a 35 SCUD,DE�R AV�E�NU�E" HYAN�N`IS z_, n ,Case# . A 9-651- Case#: C-19-651 Address: 35 SCUDDER AVENUE, Date: 8/6/2019 HYANNIS Owner Info: Property Info: TFG HYANNIS HOSPITALITY LLC MBL: 35 SCUDDER AVENUE 289-110 HYANNIS MA 02601 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Interior-Exterior Maintenance Low Priority Phone Complaint Summary: f Citizen complaining about trash blowing in parking lot and polluting adjacent wetlands area . (There is a small brook that runs parallel to this site in-between the Conference Center and the residential properties on Greenwood Ave.) Citizen contacted Lee Ann Moulthrop at the resort and the citizen claims that she advised that the area would be cleaned and once again on 6/11. Citizen says nothing happened and the citizen's offer to clean it was refused. Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: florencb Filed by: andersor Comments: Comment Date Commenter Comment 8/7/2019 andersor Referred to Health and Conservation . Must advise Citizen concerning status once Health &Conservation replies. 77 f . .- ., re .. Date: 8/7/2019 Town of Barnstable Anderson, Robin a From: Florence, Brian Sent. Tuesday, August 06, 2019 4:41 PM To: ccloud3@verizon.net Cc: McKean, Thomas; Wood, Daniel; Anderson, Robin Subject: RE: trashy dump at dunphy's (sheraton scudder ave Dear Citizen (You did not include your name), Thank you for your email. We will have someone take a look, but I do not want to give you a false hope. We do not regulate trash blowing around in parking lots so your request for service may not be actionable. Please feel free to check in with us if you do not hear back in the next couple of weeks. Regards, Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.forence@town.barnstable.ma.us From:Town Main Mailbox Sent: Monday, August 5, 2019 9:10 AM To: McKean,Thomas; Florence, Brian Subject: FW: trashy dump at dunphy's (sheraton scudder ave In to the web. Dan From: cclou [mailto:ccloud3@verizon.net] Sent: Monday, August 5, 2019 8:30 AM To: Town Main Mailbox Subject: trashy dump at dunphy's (sheraton scudder ave dear health dept on 5/16 dropped note asking if hotel needed help cleaning parking lot dump all the trash has been left to accumulate in the wetlands to the right side in the run off basin I have noticed for the last few years then I met with leeanne moulthrop the mgr and she told me they clean it out and would do it again 6/11 nothing has been done I have followed up with phone calls and emails and nothing has been done there are years old beer cans and trash all just being blown in to wetlands and left there could you please get them to clean this out as they would not accept my offer to clean their trash up at no cost to them just ignored me thankyou for any assistance you can offer CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open. attachments or reply, unless you recognize the sender's email address and know the content is safer i Anderson Robin Prom: Florence, Brian Sent: Wednesday, August 07, 2019 8:36 AM To: cclou Cc: Anderson, Robin Subject: RE: trashy dump at dunphy's (sheraton scudder ave Dear Citizen, Thank you for your email. I said we were sending someone out... at least give us a chance to do that before you make negative assumptions about what we will and will not do. My statement was only intended to give fair warning that the Health Department may not have the authority to enforce your request. Regards, Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florenceCa)-town.barnstable.ma.us From: cclou [mailto:ccloud3@verizon.net] Sent: Tuesday, August 6, 2019 8:52 PM To: Florence, Brian Cc: margerynorton@gmail.com Subject: Re: trashy dump at dunphy's (sheraton scudder ave not trash blowing around parking. all the trash that is along the wetlands cans bottles plastic(chair?)etc but that is funny you dont regulate trash blowing around parking lot my request is get all the trash out from their property not blow it deeper towards the woods and wetlands -----Original Message----- From: Florence, Brian <Brian.Florence@town.barnstable.ma.us> To: ccloud3@verizon.net <ccloud3@verizon.net> Cc: McKean, Thomas <Thomas.McKean @town.barnstable.ma.us>; Wood, Daniel <daniel.wood @town.barn stable.ma.us>; Anderson, Robin <Robin.Anderson@town.barnstable.ma.us> Sent: Tue, Aug 6, 2019 4:41 pm Subject: RE: trashy dump at dunphy's (sheraton scudder ave Dear Citizen (You did not include your name), Thank you for your email. We will have someone take a look, but I do not want to give you a false hope. We do not regulate trash blowing around in parking lots so your request for service may not be actionable. Please feel free to check in with us if you do not hear back in the next couple of weeks. Regards, Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florence(a)-town.barnstable.ma.us i Town of Barnstable Building Department Brian Florence, CBO j Building Commissioner, 200 Main Street,Hyannis, MA 02601 wwwAown.barnstable ma us Pre-application for Business Certificate Date c7 Map Parcel, Applicant Information _._.�.._��- l ����s - ,S�' •� � Gam-^- - - _ - Applicants Namer� C��eK �rd i2 -eli2J 1 CPi (7-P 1� 2 a tt�c�L i S Applicants Address Email Address o+ n�e ?Ve Telephone Number Listed Unlisted ❑ ` Business Information New Business? ----------- --- -- �:Yes No Business is a registered corporation? -----_ ----------------- Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? --_-- ____ Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Business Address Type of Business Buildin Commissioner Office Use Only Conditions Building Commissioner T Date Clerk Office Use Only z r�• TOWN OF BARNSTABLE Board of Appeals GszsM=.......-......................._.Mid••.... ....-..... _-.... Petitioner AppealNo. ......)..967-2„8..............._................. ........._......j ly...l r.. ......-......... 19 67 FACTS and DECISION Petitioner Be.tt43 .go n........................_.................................... filed petition.on ......;flay .:........... 19 67 requesting a variance-permit for premises at ..$audder....A•venw..............••••.•••......... Street in the village g Estae of Katherine Davidson, Walter S. and Of ...........H Hyannis.............................. adjoining premises of_... ,� F�:crreaea....9w,....Omee•j•-•-Luther•••-Fera#.na Jr.. and Constance Me Perkins- Robert F. and Jane Et. Spinney; Leonard Burch H~ya�is•--E©operative....Bemky.....Jelm....A-,......and.....Pr3•sol1.U. p-a.....Drewx.....Joseph....£�trapezza, David N. Saccocias Ralph' C and Antonio Rocheteau, Antonio L. and Elizabeth .H,.....Dies.1.....Ev.....A•lbert....and...:Stir•1.eg.....!........G-1-1a1Man's...Norton....LV- and Madeline D. Young, - Athur T. Ormsby, -William N, Ormsby, Katherine Re Sullivan Theme....F.o.:...Montegue..#.....Edwiln-a....Monta uaj.....Robert....JK.....end..:.Yvette....X-C.-Halenfant, Robert F. and Patricia A. OtRourke, Vincent F.and Babbara He Conroy, Roger -Geultei�-j ..gae....,geEeromm...............................: for the purpose of cor_struetirg a building, 11201 x.135t for use as a golf o-1ub:...heuee..........................................................................................................................._....-................................_.._........................................._........................... _- Locus i© reser_tly zoned Residence A and Residence A-1 Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Cape Cod Standard Times, a daily newspaper published in Town of Barnstable a copy of which is attached to the record of these .proceedings filed with Town Clerk. A public hearing by the Board-of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at ......: .;..� ......._. 3 P.M. ......:.......:.......���$ Z. 19 6 , y....3.. �...._.-.............__. ? upon said petition under zoning by-laws. 4 Present at the hearing were the following membera: . Ehar-lse....NdC.Path............. .............B•usarc�....0oins••• ......... ' : 1 :em...Sha ...._...........__ .. . ............. . Chairman ` At the conclusion of the hearing, the Board took said petition under advisement. A view of the locus was had by the Board: ......................................... 19 Board of. Appeals found The petitioner was represented by Sohn Curley, 14340 Curley stated that the petitioner was seeking to vary the zoning by-laws to permit construction of a 320 ft x �5-1 ft building for use :as a golf clubhouses . "she attorney .stated that the property had been formerly occupied by Walter Hall who operated a driving range and a pitch and putt course. The promises contain about 50 acres of land and work his alnost been r.c-1-nleted rmn the 'construction of a Par 3 Golf Courses There are no buildings on the property at the present tires The petitioner wishes to operate a year around health club, pro shop, restaurant and snack bar. The proposed building would be two etories with worsens .health club, pro shop, lobby* grill room and service areas on the first floor and pool, amens health club, lobby, lounge, dining room and kitchen on the second floor. The attorney staed that there was ample room for the parking Of up to 300 cars, however. under normal conditions there would only be an^roxir-ately 150 cars. The petitioner agreed that he would provide a buffer strip .ot shrubbery between Scudder Ave. and the parking area. The attorney said there would be no retail merchandising . : on the premises except in the pro shop there -golf equipment arid' golf clothing and accessories would .be sold. Mir. Curley. st*bed that the petitioner planned eventually to build a.motel et this location if granted permission by the Board: of Appeals and if this were not granted he would build a -,iniature t olf Bourse for which permission. ' had ,previourly been given. YiB att02'nB was Of tt.e ci inl_o:r_ that, °udh vase `would not be detriments to the area, Ke stated that permission had .been given-.'to s alter = all & - -,alle clu!, c'.a�c 'in 1065 and that the -present request was a substitution for t-he -rev cas ones t was the opinion of that u�-e of residential land for a golf course, as stated in a prior -opinion was a beneficial uses The Board recognizes the necessity of providing additional facilities for the normal operation of a golf courses The building proposed by try pe vitioner is a substantial one , however, the facilities. included a?1 rslate to 'haalih and. recreation. -he plan proposed provides ample off street parking and the petitioner will provide screening between the..parking area and Scudder Ave* rThe Board does point out, however& that a further hearLng will be required fro an;; motel or hotel constretion and that the Board does not recognize that there is any outstanding permit or permission for a miniature golf courses Distribution:— Board of Appeals Town Clerk Applicant Town of Barnstable Persons interested Building Inspector Public Information Board of Appeals Chairman At the conclusion of the hearing, the Board took said_petition under advisement. A view of the locus was had by the Board., On ........................................ ..._.._......................................................................._ 19 _...,,.the Board of Appeals found The Board unanimously voted to grant kamg a Special Permit. subject to the following conditions; and . to- plan fileds 1. That the petitioner Provide a 20 foot buffer strip between the parking area and Scudder Ave. 2. That there be only two entrances or exits, one ,at the easterly end of the property (Near Package Store) and one at southwesterly end of the property (near Greenwood Ave* ) 3• The no retail shops or sales be permitteds except in the pro shop. Restrictions imposed Distribution:— Board of Appeals Town Clerk Town of Barnstable Applicant Persons interested Building Inspector Public, Information Board of Appeals Chairman TOWN OF BARNSTABLE Board of Appeals ___._._�•pet�ty'u"osftlBII-......_..._..._........_.:_Petitioner Appeal No. _......19 -E1$_ ___._..:_ _.. __ _.J:.*�ua �2t1, 19 67 FACTS and DECISION Petitioner _ .__..... @ ��c_ � r�__._ ___._._. .. filed petition on 19 , requesting a variance-permit for premises at .........Scudd,e. •••Lv.cnua-_.....__...._.............._ Street, in the village ..Teter C .and Dorothy-B. Emith, George L. Graham, of ..._. . .,,�axis .., adjoining premises of�t;�� y.s..: �...r eaF a ,r.-=a•skel t F•state of Katherine 11�avidson, "'Walter S.- and Florence E. Gomes, Luther Perkins Jr., and—Constance Me I'e�kirs� -=. t► mob_ ,....� -,Ta e.._ . s3'i • 4D i yana1-e-•4eeperstive 'Bank, John A. and Priscilla 0. I/rew, Jo&eph Carapezza, Pa.vid N. Saccocia, Ralph.C. and Antonia f`v�hateau�- �-�;; - 3izabettr-€4 i<ins-vi-w—Athert•-=t-Zhtr'ley. T. Glickman, Robert'J. V..alenfant, Robert F. and Patricia A. 01.Rourke, Verton L. and l�gda3i a : .7�t�m ',,'.ise_ve errs�� F�twina-P�iarrta�e�,• Arthur.-T�. 6rmabYs katt� rtn .f3 9 uuliivanl Tho s F.. Pontaegv e, Lu i�.].e Be Dumont, Agnes H. Trask. 7oacc ► lxxue oi°�'co��` ftSY"'... e pt� '�i... ...Ct�Yi'� 'i 12t� units Iatis....ig_ ;. ...................._....... ...................._._......_...._......_ prese�t•�r-•zoaee••-F•e�i er3e�...A....eyid•..:F�ee_.de�aee•..p....l.....: Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Cape Cod Standard Times, a daily newspaper published in Town of.Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A -public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building , Hyannis, Mass., at . . rl _____-__:A P.M. _ -kovem eT•"2:11 19 b7 , upon said petition under zoning by-laws. Present at the..hearing were the following members: - ?:ei^les• "- ...._..._........ �- Chairman, a s3,„::s.¢ ,•+ • Ka Ww vt.T At the conclusion of the hearing, the Board took said petition under. advisement. A view of the locus was had by the Board.. _ _»...._......_..........»................. 19 _»_. ., the Board of Appeals found dal^.n Gurley fgq, represented the petitioner., I.re vurley. stated that tire: petitioner was suakUW parmission to construct an inn containirg.120 unite on a parcel of land dff-t CUdd-er A'Vcnue and south of1. a bank .arid °r c:g�sc store 1,n-the west end Of ft)rannis. Me Attorney said that per r ssion had been granted y the Fiourd of Alspeals to Construct a clubhouse to be Used. Faith th- escirstif19 Var 3 golf cowae and that the proposed inn would be attached to the clubhouse.' ftr. Curley said tt.at the Um would be conwtri:eted in the same Fstter:t *3 x ♦ with entrance. to all rooms from the main corridor,. . dt�xis'Z' .ttEt'3rS�`.or1 �,�t0! 151152� � T erot:ld be rya outside entrances directly to the lives wiit2. also stated jHxBt the peti:t►ioner � raae as substantial . mist-ent.-in tl:e �,r�'ut3t-st Golf facility ate. that the SM was a nects eary swddi.ti On tO prc>pcis year around for operation, :'tie plan I resented by the pet:ti . er st�ro�reit poor ld Lesadequate arpm:%i�aately 250 care whim in than opirJ= of the Attorney wo�lE for tt.e. total operation, Er. Curley r� stated that t 1.0.Plans 0- p�^cntec3 r,ow enconZpassed they entire project and that there vould te no requests for. furt-her additionse would not t was the minion of the. Bu�I ti,.at Via propoa� ire facility . t.e eetrirjental to the area fhe p3.az� c lotion of the building r �'t to an existing busLiess area, arrd Asa s�ttl-6n of a lur�er �:arrellu�ec a � ccx crcial purposes. i"he golf course y-ro CA a buff e tlet�esrn t�.c inn end j��r� �y y��st �.Q��y tialU developed area�st F'he .off` street xla.rnirg .is te-.equate. Tile oaz�'i voted urani »sly to �r�rx#. a special pes:.i.L .for he ean�t�ctioa� ti sccorda ice With the plar.3. films. Restrictions imposed Distribution:— Board of Appeals Town Clerk Town of astable Applicant . Persons interested. Building Inspector Public Information Board.of Appeals Chairman .. f ,a Page 1 of 2 Anderson, Robin From: Kevin Dolan [kdolan@cushingdolan.com] Sent: Tuesday, April 05, 2016 4:35 PM To: Anderson, Robin Cc: Kevin Dolan Subject: 35 Scudder Avenue, Hyannis, Dear Robin, Thank you for returning my call today regarding writing a letter on the above referenced property confirming same is an allowed use as a hotel and has no current zoning violations to your knowledge. Please address the letter to me at the below address on the Town of Barnstable letterhead and reference the property address (35 Scudder Avenue, Hyannis). For your convenience, I have attached a sample letter that another law firm recently obtained on another property. I thank you in advance for your attention to this matter. Kevin N. Dolan Esq. Cushing & Dolan, P.C. Attorneys at Law Totten Pond Road Office Park 375 Totten Pond Road, Suite 200 Waltham, MA 02451 W Direct: (781) 314-1917 W Main: (617) 523-1555 Ext. 217 W Toll Free: (888) 759-5109 Fax: (617) 523-5653 / 6,✓` E- Fax: (781) 314-1060 `� f ® kdolangcushi.nadolan.com. www.cushingdolan.com Martindale-Hubbell' C' Pew Rated for 1■■ihi R 4 1 LL i y i1U r � ca 0% IBRONZE BRONZE 96010 , Banker&Tradesman's Banker& Tradesman's Banker & Tradesman's Banker& Tradesman's best of 2015 best of 2014 best of 2013 best of 2013 4/6/2016 F Town of Barnstable OF THE Tp� Regulatory Services gyp' do Richard V. Scali,Director * anxxsTns Building Division BABSTABLE onaxsrnoit•mrr[awui•wxm•rcaxxs Ti a- 69& 139. � Thomas Perry, CBO u se]eRxotnwcv ww s.nie p�ED1A°r� Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 April 6, 2016 Cushing&Dolan, P.C. Attorney Kevin Dolan. Totten Pond Road Office Park 375 Totten Pond Road, Suite 200 Waltham, Ma. 02451 Re: Cape Cod Resort& Conference Center, 35 Scudder Ave, Hyannis, MA Record: Owner: TFG Hyannis Hospitality, LLC Zone: Residential B Single-family& Office-Multifamily Dear Attorney Dolan, Please be advised that our records show the Cape Cod Resort& Conference Center was originally created by benefit of a special permit granted in 1967 and was subsequently granted additional relief resulting in its current configuration and use. To the best of my knowledge there are no open zoning violations on record. In fact,the facility appears to have consistently operated without issue. I hope this statement serves your needs. Please let me know if you require additional information. erely, t Robin C. Anderson Zoning Enforcement Officer JA35 Scudder Ave CC Hotel zoning letter 04062016.doc 'U.S:POSTAGE>>PITNEY BOWES BLDG DEPT. 77 200 MAIN ST. I' t. ,` HYANNIS,MA.0260 1 ZIP 402601 VV 4VY $ 000.800 j; 02 7017 1000 0000 6757 2096 0000336455 JAN. 23. 2020, U.S.POSTAGE>>PITNEY BOWES 5+ C) r 0ZIP 2 4VV60 $ O.1.00 ® 0000336455 FEB. 04. 2020. ,... TFG Hyannis Hospitality LLC. A.. C4 Attn: WesIPu F Finch 350 N p No. Falm( r • - � sue: „._ o m -74 -U N'C SC. 2 61014 9 21WO +~- �� _ €lt�j�i 1Bi19a.i11��tIi31 �iI�, :afi�isl a,1111,13 4 1111 fit �I� 9iI 9.� .JC..P .2T F• J:9G:. a .. .... ... .. .. F , i 3 011 Ali \ I 0 Complete items 1,2,and 3. A Signature is Print your name and address on the reverse X Agent ' so that we can return the card to you. ❑Addressee N Attach this card to the back of the mailpiece, B• Received by(Printed Name) C. Date of Delivery I q or on the front if space permits. i I 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes �/ If YES,enter delivery address below: ❑No �i / 1 /7f/Gis1�r5llvsloi ���� i I ! &so vc-/cer pe c/ AW Ijz � ®B 3. Service Type ❑priority Mail Express® I II a I�I�I IIII I'I I II�I III I II I I I I II I I I I I I I I I I III ❑0 Adult Signature 11 Adult Signature Restricted Delivery ❑Registered Mail Restricted 1 9590 9402 3630 7305 3407 05 ertified Mail® pevery I I ❑Certified Mail Restricted Delivery ,J'✓3-turn Receipt for I q.Collect on Delivery Merchandise 1 I 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery 0 Signature ConfirmationT1A "�` p insured Mail ElSignature Confirmation 1 -�7 017 1000 0000 6757 2 0 9 6 ;psured Mail Restricted Delivery Restricted Delivery — t over$500) 1 d PS Form 3811,July 2015 PSN 7530-02-000-9053 D 1 Domestic Return Receipt 3 -THE Tph, Town of Barnstable Building Department Services MARN9 MAS& $ Brian Florence, CBO 16,39.�F1MA�A Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.maxs Office: 508-862-403 8 Fax: 508-790-6230 February 3, 2020 `ss" TFG=r yannis hospitality-L-LC.. Attn: Wesley E. Finch - 350 Quaker Road No. Falmouth, Ma. 02556 Dear Mr. Finch and all persons having notice of this order: This letter shall serve as notice that the property located at 35 Scudder Avenue, Hyannis and known as Resort and Conference Center at Cape Cod is currently in violation of 780 CMR(State Building Code) c.10 § 1008, c. 10 § 1013. Specifically, secondary exit access illumination not operational where required and exit signs not properly installed and illuminated. In order to abate this violation and to avoid enforcement action by this office, immediately make the required repairs. Failure to comply may result in revocation of the certificate of occupancy in whole or in part for the building. And, if aggrieved by 4h is decision; you may file,a Notice of Appeal (specifying the grounds thereof) with the Building Code Appeals Board within forty-five (45) days in accordance with M.G.L. c. 143 § 100. By Order, L. Lauzon Chief Local Inspector jeffrey.lauzon cgtown.barnstable.ma.us (508) 862-4034 Ernie Palazzolo Chief Operating Officer TFG HOTELS & RESORTS INC. I 35 Scudder Avenue,Hyannis MA 02601 508-862-6961 •FAX 508-862-6963 d r CHARLES D. BAKER EDWARD A. PALLESCHI I GOVERNOR UNDERSECRETARY OF CONSUMER AFFAIRS AND BUSINESS REGULATION KARYN E. POLITO Commonwealth of Massachusetts LAYLA R. D'EMILIA LIEUTENANT GOVERNOR COMMISSIONER,DIVISION OF Division of Professional Licensure PROFESSIONAL LICENSURE MIKE KENNEALY Office of Public Safety and Inspections SECRETARY ONOMIC DEVELOPMENNG T Architectural Access Board ECONOMIC DEVELOPMENT /1 j 1000 Washington St., Suite 710 Boston MA 02118 V: 617-727-0660 www.mass.gov/aab Fax: 617-979-5459 TO: TFG Hyannis Hospitality LLC Docket Number C 19 158 35 Scudder Ave. Hyannis, MA 02601 Attn: Leanne Moulthrop RE: Resort & Conference Center of Hyannis 35 Scudder Avenue BUILDING DEPT. Hyannis, MA DEC 0 7 2020 DATE: 12/1/2020 TOWN OF BARNSTABLE Enclosed please find a copy of the following material regarding the complaint against the above location: ❑ First Notice [:]Stipulated Order ❑Second Notice ❑ Letter of Meeting I ❑ Notice of Hearing ❑Application for Variance El Correspondence ® Decision of the Board Please review all enclosed documents carefully. cc: Local Building Inspector Independent Living Center Local Commission on Disability Complainant CHARLES D. BAKER EDWARD A. PALLESCHI GOVERNOR UNDERSECRETARY OF CONSUMER AFFAIRS AND BUSINESS REGULATION KARYN E. POLITO Commonwealth of Massachusetts LAYLA R. D'EMILIA LIEUTENANT GOVERNOR COMMISSIONER,DIVISION OF Division of Professional Licensure PROFESSIONAL LICENSURE MIKE KENNEALY Office of Public Safety and Inspections SECRETARY OFHOUSING ANDArchitectural Access Board ECONOMIC DEVELOPMENT 1000 Washington St., Suite 710 Boston MA 02118 V: 617-727-0660. www.mass.gov/aab Fax: 617-979-5459 TFG Hyannis Hospitality LLC Docket NumberC 19 158 35 Scudder Ave. Hyannis, MA 02601 Attn: Leanne Moulthrop RE: Resort & Conference Center of, 35 Scudder Avenue, Hyannis, MA 12/13/2019 a complaint was filed with this office regarding the above premises. After reviewing all the information, the Board finds that the complaint has been resolved due to the following action: Leeanne Moulthrop, the Resort & Conference Center Manager, reported that accessible parking signage for the accessible parking spaces and van accessible signs for the van accessible parking spaces were permanently installed at the head of each space. The accessible parking spaces were freshly painted and relined. Ms. Moulthrop reported that four new accessible spaces along with accessible parking signs were added to the parking lot that were the shortest route to an entrance. Ms. Moulthrop provided photos of the accessible spaces which are enclosed with this letter for your review. The parking lot is now in compliance with 521 CMR Section 23. Any person aggrieved by the above decision may request an adjudicatory hearing before the Board within 30 days of receipt of this decision by filing the attached request for adjudicatory hearing form. If after 30 days, a request for an adjudicatory hearing is not received, the above decision becomes a final order and the appeal process is through Superior Court. Date: December 1, 2020 ARCHITECTURAL ACCESS BOARD Chairperson Cc: Complainant Local Building Inspector Independent Living Center Commission on Disability I � CHARLES D. BAKER EDWARD A. PALLESCHI .GOVERNOR UNDERSECRETARY OF CONSUMER AFFAIRS AND BUSINESS REGULATION KARYN E. POLITO Commonwealth of Massachusetts DIANE M.SYMONDS LIEUTENANT GOVERNOR COMMISSIONER,DIVISION OF Division of Professional Licensure PROFESSIONAL LICENSURE MIKE KENNEALY Office of Public Safety and Inspections SECRETARY OF HOUSING AND ECONOMIC DEVELOPMENT Architectural Access Board 1000 Washington St., Suite 710 • Boston MA • 02118 V: 617-727-0660• www.mass.gov/aab • Fax: 617-979-5459 Docket Number: (Staff Use Only) REQUEST FOR ADJUDICATORY HEARING RE: (Name and address of building as appearing on application for variance) do hereby request that.the Architectural Access Board conduct an informal Adjudicatory Hearing in accordance with the provisions of 801 CMR Rule 1.02 et. I seq. as.I am aggrieved by the decision of the Board with respect to Section(s) of the Rules and Regulations of the Architectural Access Board, 521 CMR. I understand that I may request such a hearing within thirty (30) days of receipt of the Notice of Action. 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Geiler,Director 1639 Building Division prFD MA'S A Thomas Perry, CBO Building Commissioner 200 Main Street; Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 January 23, 2013 Mr. Joseph F. Strumski Jr. Strumski &Woods, LLC. Attorneys At Law The Barnstable House 3010 Main Street Barnstable, MA 02630 Re: Massachusetts Public Records Request for 35 Scudder Ave, Hyannis Michael Bradburn, et al v. Date of Loss: 7/21/2011 Dear Mr. Strumski: For copies of documents pertaining to the above please pay the following: 168 copies at .20 a page 33.60 Postage 5.04 Total $38.64 Please make check payable to the Town of Barnstable Sincerely, Debi Barrows Administrative Assistant 71 STRUMSKI & WOOD'S, LLC ATTORNEYS AT LAW THE BARNSTABLE HOUSE 3010 MAIN STREET BARNSTABLE,MASSACHUSETTS 02630 TELEPHONE (508)362-6600 FAx(508)362-6614 JOSEPH F.STRUMSKI,JR. ERIN R.DONOVAN,OF COUNSEL CARRIE L.WOODS JENNIFER L.MCNULTY January 30, 2013 Town of Barnstable - Regulatory Services, Building Division d 200 Main Street Hyannis,MA 02601 = L Re Michael Bradburn, et al V. - Date.of Loss: 07/21/2011 o: Dear Sir or-Madame; With regard to the above-captioned matter,enclosed please find a check in the amount of thirty eight dollars and sixty-four($38.64) cents, representing the records request fee. Thank you for your assistance in this matter. Very truly yours, r J PH F. STRUMSKI, JR. JFS/dd enclosure TOWN OF EV!�f STABLE Leon A. Bombardier, PE Structural Engineer �1 P , rj 131 Lincoln Street,Abington, MA 02351 :_' <_ All Tel: 508-631-3332 September 16, 2011 Town of Barnstable I1} i Regulatory Services Building Division 200 Main Street, Hyannis, MA 02601 Attention: Mr. Thomas Perry, Building Commissioner Subject: Resort and Conference Center of Hyannis 35 Scudder Avenue- Gentlemen; This is concerning the installation of ceramic wall tile in the guest room bathrooms at the Resort and Conference Center of Hyannis at 35 Scudder Avenue. Testing of the tile installations has been completed by Professional Consultants International of Avon, CT. Their report is attached. In summary, it is the finding of Professional Consultants that the tile installation was not performed correctly and that it should be removed in all of the guest rooms. The improperly installed tile was placed over the original wall tile. The original wall tile has been tested and found to be sound. The Resort is in the process of removing all improperly installed wall the down to the original tile which will be repaired as necessary and remain in service. Sincerely, OF�,qs oz LEON y^ A. 'a 0 13OM13ARDIER v�y No.27616 001 d`.t o..t p[iLtA Leon A. Bombardier, PE Structural Engineer Copies to: Gary Anthony—Anthony Construction and Roofing Company a Town of Barnstable * Regulatory Services MASS. Thomas F.Geiler, Director i639. 'OrF Mai" Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 August 11, 2011 Mr. Gary Anthony 142 East Street Unit A Weymouth,MA 02189 Re: 35 Scudder Avenue, Hyannis, MA 02601. Dear Mr.Anthony, This letter is to confirm the message left on your telephone regarding the above referenced address.. The application, which was submitted to this office on August 9, 2011 to rectify the unsafe tile work, must be denied. The paperwork supplied fails to comply with 780 CMR Sections 107 and 2103 and there is no indication as to how any of the ANSI requirements will be met. Please be advised that all required information must be received by this office no later than August 17, 2011 for this application to proceed. If you have any questions, please contact this office. Sincerely, IL-P Paul Roma Local Inspector Cc: Mr. Ernie Palazzolo, C00 TFG Hotels and Resorts 35 Scudder Avenue Hyannis, MA 02601 INE� Town of Barnstable Regulatory Services BAENsrABLE. r MASS. Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 July 27, 2011 Mr. Ernie Palazzolo COO TFG Hotels and Resorts Inc. 35 Scudder Avenue Hyannis,MA 02601 Re; 35 Scudder Avenue Dear Mr. Palazzolo, The purpose of this letter is to confirm our conversation regarding the above referenced address. On July 21, 2011, I was called by the Hyannis Fire Department to the Conference Center because of the collapse of the tiles on a shower wall in the bathroom of room 114 which caused injuries to members of the Bradburn family.Photos of broken and bloodied tile were taken. The family had already been transported to Cape Cod Hospital. On July 22, 2011, Mr. Thomas Perry, the Building Commissioner, and I met with you in your office to discuss what had happened. Concern for the safety of other guests and questions about. how the tiles were applied were raised. The standards governing ceramic tiles, their adhesives, and their proper installation are found in 780 CMR 8th Edition(2009 IBC with Massachusetts amendments)with references to the American National Standards Institute (ANSI). Building Code sections 2103.10.2 through 2103.10.5 refer to ANSI A108.5,A108.6,A108.8, and A108.9 and each of these sections employ the same or similar language i.e. that the tiles in wet areas are to have 95%of the back of the tile covered with appropriate adhesive and that all corners and edges are to be fully supported. The photos clearly show that adhesive was applied only to the corners. These standards also address the importance of.proper preparation of a sound subsurface. This does not appear to have happened. Because of the fact that the tile in room 114 failed, causing injury to 4 people and because of the probability that other rooms were tiled in similar fashion, thus risking further injury, please be advised that every room with similar unsafe conditions shall be made safe by taking down and removing the tile.A building permit, with the necessary control information, must be applied for by August 10, 2011. r t vr..1.�Trr� The alternative method of compliance to section 116 of 780 CMR is to supply this office with documentation signed and stamped by an architect or structural engineer that all other rooms which had tiling done had it properly installed with the proper adhesive. This document must be submitted no later than August 24, 2011 and must reference the proper Building Code and ANSI standards. In either case, documentation must be supplied to this office which shows how the facility shall comply with "Maintenance"as described in ANSI AN-3.9 If you have any questions, please do not hesitate to contact this office. Sincerely, Paul Roma Local Inspector I e s. • ii • i • some i-• i4° - 7 i „ G 4 �• w k � J , 35 Scudder Ave. Hvannis 7/21 /2011 . . w , , t . _ r s r Y' e Ow y ` 4 ; 35 Scudder Ave, Hyannis 7/21 /2011 m Y �c. i .� ., x P ,_ � - -.b✓ 'ak 4, q p ♦ A .K'^'INAWYy x+�` a .. .: s.' - -. :'mil• - - � � �•. * 7 a r a r � r" S a 5 n b • m w . t+A 35 Scudder Ave, Hyannis 7 21 /2011 <�k�" "°a.•wv-aCwwvr"' .wr .�'va. , -n ,a k-. cy Y c r - .ix rzy * 4 y , m 35 Scudder Ave, Hvannis 7/21 /2011 4 t " n Sc � k . a m a � , e .. ,� .:,. .• � �::. a .. p Y a —3 r t ^M-. f y ;:7 xp�� '�`;. "�""`kx';f r ��fi ma 's�n^*a��r `vxs r�+'�` � :.4 •t i`�.a�a �a� v f: r � ^ 35 Scudder Ave, Hyannis 7/21 /2011 n 3 ° C c Y 3 .. Y +e„ s F v s • . t ,•� 'M:hi. 1.. y 2 r%f$ -- `q," tom$. 5 tv ' h s 35 Scudder Ave_ Hvannis 7/21 /2011 Y efR.�r"�a..h � • 4� !l i r .. s, s. a i� t r, akr °4 35 Scudder Ave. Hvannis 7/21 /2011 s170 f� r a i i What's the difference between ANSI A118.1, A118.4 and A118.11 mortars? :: Architects ... Page 2 of 2 Custom TVIS Thin Veneer Installation Systems r � Custom's 3D CAD Objects ORK CAD Details Custom's CAD Drawings& Specs USGBC Member Nt ... Contact Us MSDS Site Map Terms of Use Privacy ©2005 Custom Building Products. All rights reserved. http://www.custombuildingproducts.com/Support/FAQ/Set/ANSIMortarInfo.aspx?user=ar... 7/26/2011 t � . �, �- �i q S °�� 1 i f 4 }� t y Town of Barnstable Old King's Highway Historic District AGENDA Wednesday, JULY 27, 2011 To all persons deemed interested or affected by the Town of Barnstable's Old King's Highway Historic District Act under Section 9 of Chapter 470, Acts of 1973 as amended. You are hereby notified that a hearing will be held on the following application: CONTINUED APPLICATIONS Town of Barnstable / Dept of Public Works, Oak Street, West Barnstable Reconstruct & Regrade Oak Street from Route 6 Overpass to lyannough Road (Continued from February 23, March 09, 23, April 11, 27, May 11, 25, 2011) Applicant has requested an Extension to July 27, 2011 NEW APPLICATIONS Coursey, Eileen, 141 Sunset Lane, Barnstable, Map 319, Parcel 023 Replace 2 Doors & 1 Window Tuleika, Viktar, 125 Berkshire Trail, W. Barnstable, Map 109, Parcel 015-009 Replace & Extend Existing Deck, Construct 12' x 16' Shed Town of Barnstable/Barnstable Marina, 110 Freezer Road, Barnstable, Map 300, Parcel 022 Signage CERTIFICATE OF EXEMPTION Fanning, Donald, 2725 Main Street, Barnstable, Map 258, Parcel 077 Replace French Doors on Rear of House APPROVAL OF MINUTES February 23, 2011 March 23, 2011 June 08, 2011 These hearings will be held in the Community Building, 2377 Meetinghouse Way (Route 149), West Barnstable, MA, at 7:00 PM on Wednesday, July 27, 2011. All applications and plans may be reviewed at the Town of Barnstable, Office of Old King's Highway Historic District, 200 Main Street, Hyannis, MA. Barnstable Patriot George Jessop, Chair July 15, 2011 av U 7 A-0 o--� pf `� Message Page 2 of 2 you are not directly working, it would be wise to do so, but not mandatory. 3. you and your crew are more familiar with the site than I am; as questions/concerns arise please give a call/e-mail ( as we discussed previously, no venting or ducting can end in the attic) Thanks, Paul -----Original Message----- From: John Dillon [mailto:]Dillon@neabr.com] Sent: Wednesday, July 20, 2011 3:53 PM To: Roma, Paul Subject: Comfort Inn - 1470 Iyannough, Hyannis Importance: High- Paul, First and foremost thank you for getting the permit for the reconstruction work issued so quickly. Before we get too deep into the project there are several issues that I wanted to address with you so that when we finally do start putting the place back together we do so to your satisfaction. 1. The ceilings on-the third floor currently appear to be 1/2" sheetrock. We removed approximately half of the ceiling in the hallway and partial ceilings in several rooms. Do these ceilings have to be 5/8" Fire Code and if so will we be required to change the ceilings in the remaining rooms in the affected area? 2. The bathroom fans appear to be vented using nothing more than dryer ducting (white vinyl with wire reinforcing). I am assuming that this is insufficient for ' commercial use? How would you like to see us vent the bathrooms on the first and second floors? 3. Are there any-other specific items that you would like us to address during the re- construction or items that I may have,overlooked? Thanks in advance for your anticipated input. I appreciate and look forward to working with you on this project. Sincerely, John Dillon New England Build & Restore, A Division of SynergyOne Solutions, Inc. 590 Washington St. Pembroke, MA 02359 781-826-7212 Office 781-953-4327 Cell 7/25/2011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ Parcel l Application #Q�0 Z�3 Health Division Date Issued Conservation Division Application Fee 00 Planning Dept. Permit Fee goy g� Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address Jl" S c_ U c L f_ C.J W Tl'a. Village Owner vGin(\o_) Vk­, 1�1)4cj i�4 l L C Address, 35 S C uAJ V_& Env Q 14�annr-s Telephone_ 6 R Permit Request Re- , c ,,-R_ `�c.`� �-c� t \ ao Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay _ Q�6� Project Valuation 8�5UU leg Construction Type Lot Size_ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other c t O Basement Finished Area (sq.ft.) Basement Unfinished Area (so" -� j ' Number of Baths: Full: existing new Half: existing . ( ne-W o t o � Number of Bedrooms: existing _new . k 10 i Total Room Count (not including baths): existing new First Floor Room Count- LO w Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Ail i— Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size Shed: ❑ existing ❑ new size Other: 9 g 9 — g Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,,,( (r� q1_ C I Name Telephone Number Address I y�1- P_c. J-- S �— License # c S 4 Home Improvement Contractor# t_ 3 Worker's Compensation # WC- 0(o 5i 3 0(� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 1q) ' FOR OFFICIAL USE ONLY ra APPLICATION# r DATEISSUED i MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION,-," � FRAME "INSULATION; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: T ROUGH r FINAL ,$FINAL BUILDING,. DATE CLOSED OUT •r , ASSOCIATION PLAN NO. E - . �t Town of Barnstable Regulatory Services BARMABIX ss& Thomas F. Gei er,Director 039. ♦d ��► Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 August 11, 2011 Mr. Gary Anthony 142 East Street Unit A Weymouth,MA 02189 Re: 35 Scudder Avenue, Hyannis, MA 02601. Dear Mr.Anthony, This letter is to confirm the message left on your telephone regarding the above referenced address.. The application, which was submitted to this office on August 9, 2011 to rectify the unsafe tile work, must be denied. The paperwork supplied fails to comply with 780 CMR Sections 107 and 2103 and there is no indication as to how any of the ANSI requirements will be met. Please be advised that all required information must be received by this office no later than August 17, 2011 for this application to proceed. If you have any questions, please contact this office. Sincerely, Paul Roma Local Inspector Cc:Mr. Ernie Palazzolo, COO TFG Hotels and Resorts 35 Scudder Avenue Hyannis, MA 02601 AN The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street a Boston,MA 02111 i� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers - Applicant Information Please Print Legibly Name (Business/Organization ((��/Individual): I'l`-A n� 1) Co f\-SA cor2 Address: City/State/Zip: od""Zone Jai (O Are you an employer?Check the appropriate box: Type of project(required): 1.211 am a employer with �2 . . 4. ❑ I am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their ]0.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.{No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: c�J_ ­tAi *) C-c) C�*�/ Policy#or Self-ins. Lie. #: C 6 3 n Expiration Date: Job Site Address: 3 S S C y. Ae-r City/State/Zip: 19 o i Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the a' sand penalties of perjury that the information provided above/is true and correct. Signature: Date: ` Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs person's to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or.local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavif.for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant i that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-8.77-MASSAFE Revised 5-26-05 Fax 4 617-727-7749 www,mass.gov/dia I OP ID:S"G CERTIFICATE OF LIABILITY INSURANCE UAT08109D/YYYY) 08/09/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER 781-431-2500 CONTACT NAMENorthStar Ins.Services,Inc. 781-431-6134 PHONE FAX 300 First Ave,Suite 100 ac No Ext: A/C,No): Needham,MA 02494 E-MAIL Mark D.Brough PRODUCER CUSTOMER ID#:ANTHO-1 INSURER(S)AFFORDING COVERAGE NAIC# INSURED Anthony's Construction - INSURER A:Star Insurance Company &Roofing Corp: INSURER B:Scottsdale Insurance Company 142 East St.-Unit A INSURERC:Arbella Protection Insurance Weymouth,MA 02189 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP L� INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED B X COMMERCIAL GENERAL LIABILITY CPS1107192 04109/11 04/09112 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 PoucY JE° LOC Emp Ben. $ 1M/3 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ C ANY AUTO 58688400004 04109/11 04/09/12 BODILY INJURY(Per person) $ 250,000 ALL OWNED AUTOS BODILY INJURY(Per accident) $ 500,00 X SCHEDULED AUTOS PROPERTY DAMAGE $ 1 OO,000 X HIRED AUTOS - (Per accident) X NON-OWNEDAUTOS $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 X EXCESS UAB CLAIMS-MADE AGGREGATE $ 1,000,000 B XBS0011457 04/09/11 04/09/12 DEDUCTIBLE $ X I RETENTION $ 10,000 $ WORKERS COMPENSATION - WC STATU- OTH- AND EMPLOYERS'LIABILITY X TDRY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC0675309 07/18/11 07/18/12 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TFGHYAN •• SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TFG.Hyannis Hospitality LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 35 Scudder Avenue ACCORDANCE WITH,THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE /✓��ZaE 4„\/ ��4 ccGl� ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD Town of Barnstable Regulatory Services f RA AIVC'�Hf,y.P i P' K&M �. Thomas F. Geller,Director E Building Division Tom Perry,Building Commissioner 200 Main Street, Hyamais,MA 02601 www.town.b arnstab le.ma.us Office: 50S-862-403 8 Fax: 508-790-6230 Property OwrierMust Cornplete and Sign This. Section If Using ABuilder I, Y,05' c\Gzz o\e C o u , as Dwner of the subject.property hereby authorize A,� a,.., � �Z, � , Co s��to act on my behalf, in aIl matters relative to work authotiwd by this budding permit application for: 3� Sc�G►lc�lcr Qavq �yr MR 63(-1\ (Address of Job) Signature of Owner Date Pent Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. r LEW CORPORATION 1090 Bristol Rd,Mountainside, NJ 07092 Phone:(908)654-8068' Fax:(908)654-8069' Certificate of Attendance and Successful Completion u Renovator Initial-English Per40 CFR Part 745:225 ' GARY ANTH014Y 307 PLAIN STREET I� - v ;• a ,. - v _ HANOVER,MA 02339' Identification Number:R-lA834240-08337- - - " - r • _° a - •• '": - - course Date:'09/30/1q :. 'Examination Date:09/30/1.0 - Exlplration Date:09/30/15 - Training Manager/Principal Instructor Date w , _ e Office& nsumer airsiness egu a on , r ry HOME IMPROVEMENT CONTRACTOR y ! �c Registration, ,,433534 Type: r. Q13 Private Corpora i Expiration 8/ a ^ A QNY'S fI IE?iV$�f 4? C0NS OFING.CORP. x i GARY ANTHONY� 142 EAST STREET�tJhftz ���- - . (tX E.WEYMOUTH,MKQ( - 8S Undersecretary _ e ---------------------------------- • r n '- Massachusetts- Del)actnient of Public S.tte.a% url Bo.wd of Building, Re-ulatl6ns and Standardv � ,Construction Supervisor License" �? License: CS 81581 �r � ' %, �k Restricted to:.b00 GARY ANTHONY � # " 142 EAST ST#A WEYMOLITH;,MA 02189 , Expiration: 11/1 3/201 1 ('onuni+si„nci'" Tr#: 7778 ANTHONY'S CONST. & ROOFING CORP. 142 EASTa ST, UNITc,A . a WEYM®IJTH "MBA O2$189 PHONEt -337-1e261 3 FAX: 781-335-0061 m Email ,acrroofing@�erizon.net+ s' Town Of Barnstable Building Division 200 Main Street Hyannis, MA 02601 To: Mr. Thomas Perry & Mr. Paul Roma, Bldg. Inspector Subject: Resort & Conference Center of Hyannis Please see attached letter from Mr. Bombardier and resume of Mr. Goldberg who will be conducting the inspection the week of August 22"d 2011, along with Anthony's Constr. & Roofing Corp. We will be in touch with the Building Department with the findings once the inspection is completed. If there is any additional information you may need please feel free to contact me. Thank you AAT ak Gary Anthony Anthony's Constr. & Roofing Corp CD 9n Leon A. Bombardier, PE Structural Engineer 131 Lincoln Street,Abington,MA 02351 Tel: 508-631-3332 Town of Barnstable Regulatory Services Building Division 200 Main Street, Hyannis, MA 02601 Attention: Mr. Thomas Perry, Building Commissioner Subject: Resort and Conference Center of Hyannis 35 Scudder Avenue Gentlemen; Please be advised that I have been retained by Anthony Construction & Roofing Company, Inc. to investigate the ceramic wall tile installation at the above address. I have retained the services of Professional Consultants International of Avon, CT. Procon has expertise in the installation and testing of masonry products including ceramic tile. It is our intent to determine the extent of removal and replacement required and to provide acceptance of the current repair installation methods and materials. Procon is scheduled to start on August 22, 2011. The hotel is not highly occupied starting that week. Richard Goldberg, AIA President of Procon is very experienced in the installation and testing of ceramic tile installations. The resume of Mr. Richard Goldberg, AIA is attached. tN OF Mgs�cyG . LEON g A. BOMBARDIER H ,Q No.27616 0 �O�Qf Yt Leon A. Bombardier, PE Structural Engineer Copies to: Gary Anthony—Anthony Construction and Roofing Company . i • RICHARD P. GOLDBERG AIA, CSI, NCARB Richard P. Goldberg, AIA, CSI, NCARB is an Architect and President of Professional Consultants International, LLC, an international building design and construction consulting company. Mr. Goldberg is a technical and forensic architect, responsible for managing and providing technical consultations to architects, contractors, building owners, product manufacturers, insurers, accountants and attorneys. He specializes in exterior building envelope systems, with sub-specialties in concrete,ceramic tile, stone, masonry, terrazzo, glass and waterproofing material applications. Mr. Goldberg is involved in all phases of a building project, from research and design development, to construction monitoring, forensic investigations and litigation support. Mr. Goldberg has 33 years of architectural and construction industry experience. An ; Architect by training, Mr. Goldberg was in general private practice of architecture as a licensed architect prior to specialization as a technical and forensic architect. Prior to forming PROCON (Professional Consultants International) in 1999, Mr. Goldberg served as the Director of the Technical Service Division of Laticrete International, a manufacturer of products for the concrete, tile and stone industries from 1991-1999. Mr. Goldberg received his Bachelor of Architecture (1979) and Bachelor of Science in Building Sciences(1977) degrees from Rensselaer Polytechnic Institute in Troy, NY, and has continued professional education at Harvard University Graduate School of Design in Cambridge, MA. Mr. Goldberg holds National Council of Architectural Registration Boards (NCARB) certification, and is a registered Architect in the U.S. in multiple states, including Connecticut, New York, and New Jersey. He is a professional member of the { American Institute of Architects (AIA) and the Construction Specifications Institute (CSI), and served as the President for the Hartford, CT/USA chapter of CSI in 2005. Mr. Goldberg is the author of numerous technical articles and books published worldwide. His most recent book is titled "Direct Adhered CeramicTi/e Stone& Thin " Brick Facades" considered as the authoritative text on this"emerging exterior building envelope technology:Trade association appointments%include the Tile Council of North ,America (TCNA) technical committee, the Technical Committee of the National Tile Contractors Association (NTCA) and various ANSI &ASTM Standards Committees, ' including ANSI A108 Standards for Tile, Mr. Goldberg is a frequent speaker at global technical conferences such as Construction Specifications Institute, American,Institute ' of.Architects, International Masonry Institute, Brick Research Center Forum,COVERINGS International Tile &Stone Exposition, USA, QUALICER, Spain and CERSAIE, Italy. PROFESSIONAL CONSULTANTS INTERNATIONAL, LLC „ E;x 30 Tower Lane Avon, CT 06001 {." Tel(860) 673-9529 www.proconweb.com EWA ANTHONY'S CONST. & ROOFING, CORP. 14,2 EAST STF�EET,�UNITA Fl1LI ( tSEDRED s WEYMOUTH, MA 03189 MA=REG; 13 WT � �> z PHONE 781-337 1-261 +LICENSE# CAS-081 1 SE CS�8 583� FAX 781-335-0061 acrrofip vet>fzon ti n PROPOSAL TO: ! .PROPO:SAIL DATE PROPOSAL# 4 I RESORT & CONFERENCE CENTER OF HYANNIS 8/8/2011 317 35 SCUDDER AVE .._._..... HYANNIS, MA 02601 PROPOSAL GOOD THRU: 8/8/2011 WORK PREFORMED AT: EMAIL: emiepope@aol.com 35 SCUDDER AVE., HYANNIS REPAIR RESIDENTIAL BATH TUB CONTACT: ERNIE508-540-9400 TILE SURROUNDS DESCRIPTION OF WORK: WE HEREBY PROPOSE TO SUPPLY THE MATERIAL AND PERFORM THE LABOR NECESSARY FOR THE FOLLOWING SCOPE OF WORK 1) REMOVE PLUMBING FIXTURES AND CURTAIN RODS AND SET ASIDE 2) REMOVE ALL TILE FROM BATH TUB SURROUND AND SET ASIDE 3) POLISH ALL EXISTING TILE BEHIND OLD TILE 4)REPAIR ALL BROKEN AND MISSING TILE AS NEEDED 5) CLEAN OUT EXISTING GROUT LINES 6) INSTALL NEW GROUT TO MATCH EXISTING 7) RE INSTALL ALL BATH TUB FIXTURES AND CURTAIN ROD'S NOTE: PLEASE ALLOW ACCESS FOR MEN AND EQUIPMENT NOTE: THE PREMISES WILL BE CLEANED AND LEFT IN AN ORDERLY CONDITION NOTE: THE MANAGEMENT OF THE RESORT AND ANTHONY'S CONSTR. &ROOFING CORP. WILL INSPECT ALL BATHROOMS AND DETERMINE SEVERITY OF PROBLEMS NOTE: COST $885.00 PER BATHROOM TUB TILE AREA $0.00 Ne hereby propose to furnish material and labor,in accordance with the above specifications.All material is guaranteed to be as specified. All work to be completed in a workmanlik, nanner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an exti ;harge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance.We ar .'ully covered by Workmen's Compensation insurance.The above prices,specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as tpecified.Payment will be made as outlined. i9 17 5 ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and hereby SIGNATURE: accepted. You are authorized to do the work as specified.Payment will be made as outlined,and 1 1/2%per month service charge will be added to Town of Barnstable ti Regulatory Services BMWffBM MASS. ` Thomas F. Geiler,Director �F1639. � Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barn stable.ma.us y Office: 508-862-4038 Fax: 508-790-6230 August 11, 2011 Mr. Gary Anthony 142 East Street Unit A Weymouth, MA 02189 RC35sScudder-Ave—nu e, Hyannis, MA 02601. Dear Mr.Anthony, This letter is to confirm the message left on your telephone regarding the above referenced address.. The application, which was submitted to this office on August 9, 2011 to rectify the unsafe tile work, must be denied. The paperwork supplied fails to comply with 780 CMR Sections 107 and 2103 and there is no indication as to how any of the ANSI requirements will be met. Please be advised that all required information must be received by this office no later than August 17, 2011 for this application to proceed. If you have any questions, please contact this office. Sincerely, aul Roma Local Inspector Cc:Mr. Ernie Palazzolo, CO TFG Hotels and Resorts 35 Scudder Avenue Hyannis, MA 02601 �T Town of Barnstable Regulatory Services • sMaxsrwai.E, • MASS. Thomas F. Geiler,Director �'1°TEDMA��1� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62M August 11, 2011 Mr. Gary Anthony 142 East Street Unit A Weymouth, MA 02189 Re: 35 Scudder Avenue, Hyannis, MA 02601. Dear Mr.Anthony, This letter is to confirm the message left on your telephone regarding the above referenced address.. The application, which was submitted to this office on August 9, 2011 to rectify the unsafe tile work, must be denied. The paperwork supplied fails to comply with 780 CMR Sections 107 and 2103 and there is no indication as to how any of the ANSI requirements will be met. Please be advised that all required information must be received by this office no later than August 17, 2011 for this application to proceed. If you have any questions,please contact this office. Sincerely, �%-j Paul Roma Local Inspector Cc: Mr. Ernie Palazzolo, C00 TFG Hotels and Resorts 35 Scudder Avenue Hyannis, MA 02601 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid ` LISPS �- Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • "OWN OF BA k AXX labMUM n �► V1IStON "fN : '', l r � SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.A'so complete A Sign at Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the'card to you. B. R ived (PHnted C. Dat of very ■ Attach this cans to the back of the mailpiece, C or on the front if space permits. s delivery address different from item 1 es❑ 1. Article Addressed to: If YES,enter delivery address below: Plo Wli �r/•,�_.s�j.._, 3. Service Type' nified 4Q f a / O Registered Mall M Mall ttum eceipt for Merchandise c0 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service iabeo 7 011 0 4 7 0 0001 4525 5 0 4 4 Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-h-1540, Certified Mail Provides: ' a A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Cerffied Mail may ONLY be combined with First-Class Mail®or Priority Mail®: o Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. m For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. °- • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 �U SPostal ServiceT,� � �a �•� � �r, CERTIFIEDMAI RECEIPT ky Domestic at O I`iv Insurances overa a"Provided Fo�;delivery,irifoimatiun visit ou�,in ebsite aat www:usps.com® 3 A . s+ � + �'�"� See Reve�se;for.lnstructioris' PS.Fonn 3600 August 2006� INITED STATES POST# -. YI:wQ First-Class fy18fl"- : ' • Sender: Please print your name, address, and ZIP+4 in this box • :. TOWN AF BARNSTABLB li i; 4. BUILD WO DiviSioN PO MAIM STMA r+�`' I F:. 3 S� jjyy � i ,. e w a ii .,�d;ix1�114?l��k?4ti�liiiel�l�S�1Sii�F1 ,$EN DER: COMPLETE THIS SECTION M ■ Complete items 1,2,and 3.Also complete A. 'gnat item 4 if Restricted Delivery is desired. - J�AcOtd lill Print your name and address on the reverse So that we can return the card to you. B. Received by(Printed Name) g f li i Attach this card to the back of the mailpiece, 1 �� or on the front if space permits. V D. Is delivery address different from Hem 11 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No PC z. 1 144 Ft + 3. SeJvice Type 1 I'19z•`^',•'Hied Mail ❑Express Mail ❑Registered Metum Receipt for Merchandise b J ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number , 0 D�1 4`5 2 5 °51,k4 ' (Transfer from service label) ' I I i i t a,, r ! i;`• • 3' ;i PS Form 3811,February 2004 Domestic 13@ r Aece pf?` 102595.02-M-1540 1 Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: '?i" �r �;, o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any.class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured,or Registered Mail o For an additional fee a Retum Receipt maybe requested to provide proof of delivery.To obtain Return Receipt.service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested'.To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipNis required. - o For an additional,fee,,,delivery.may, be restricted to the, addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement°Restricted Delivery°. a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000.9047 U SostaServicerr, 7r . CERIF ED1MAIL.T,, RECEIPT ;: estictMail�Only,Nolnsurance Coverage Provided) , ,o�,delivery.information,visit_our I site_at www.usps.como n... i. PS Form 00 August 2006 '� ,See Reverse for Instructions i #I I UNITED STATES POSTAL SERVICE First-Class ail I LISPS e&Fees Paid Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • � II TOWN OF B IMST"L$ BUILDING DIVISION 200 MAIN ST. f `P�- ii1s,},31,IiIiIIil�t,.ta�4i�:li�tt�ii4:l,isi;yi,,�il�,�`ll��i3:1 .... 1 •1 1 1 .11 / • .• •.1 SENDER: COMPLETE THIS SECTION •MPLFTE TH/S SECTIOW ON ■ Complete items 1,2,and 3.Also complete A. Si t Item 4 If Restricted Delivery is desired: ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Prt N' e) C. Dat of Derive ■ Attach this card to the back of the mailpiece, or on the front if space permits. c` �27c- �Z /� D. Is delivery address different from item 1? ❑Y 1. Article Addressed to: If YES,enter delivery address below: ❑No 3. ice Type PFGertified Mail ❑Express Mail C�JYVhJ�'0 7 ® ' ❑Registered A=Retum Receipt for Merchandise �J ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra>Fee), ❑Yes 2. Article Number .7011 0 4 7 0: 0 0 01 45 2 5 515 0 4 (Transfer from service laben . i,; t r r;�:- , , i PS Form 3811,February 2004, Domestic Return Receipt ' "" 102595-02 M-t540 Certified Mail Provides: e A mailing receipt n A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years i Important Reminders: z;: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mailw. o Certified Mail is not available for any.class of international mail. ' e NO INSURANCE COVERAGE'IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt.service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fe%,,delivery.may; be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement'Restricted-Delivery". n If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 U S P istal1Service,., . CERTIFIED MAIL1r:, R P EIPT (Domestic;Mail Only NoansuranceCoverage Provided) F,or'del irifoRma'tion;visit ou�gwebsite atwww.usps.com�, BPS Form 380C�Augus1�200�6 See`Reverse for,lnstructions oFIKE . Town of Barnstable Regulatory Services BARNMBLE9 Mnss. Thomas F. Geiler, Director rFo r�o+" Building Division Thomas Perry, CBo Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 27, 2011 Mr. Ernie Palazzolo COO TFG Hotels and Resorts Inc. 35 Scudder Avenue Hyannis, MA 02601 `Re; 35 Scudder Avenue Dear Mr. Palazzolo, The purpose of this letter is to confirm our conversation regarding the above referenced address. .On July 21, 2011, I was called by the Hyannis Fire Department to the Conference Center because of the collapse of the tiles on a shower wall in the bathroom of room 114 which caused injuries to members of the Bradburn family. Photos of broken and bloodied tile were taken. The family had already been transported to Cape Cod Hospital. On July 22, 2011, Mr. Thomas Perry, the Building Commissioner, and I met with you in your office to discuss what had happened. Concern for the safety of other guests and questions about how the tiles were applied were raised. The standards governing ceramic tiles, their adhesives, and their proper installation are found in 780 CMR 81h Edition (2009 IBC with Massachusetts amendments)with references to the American National Standards Institute (ANSI). Building Code sections 2103.10.2 through 2103.10.5 refer to ANSI A108.5, A108.6,A108.8, and A108.9 and each of these sections employ the same or similar language i.e. that the tiles in wet areas are to have 95%of the back of the tile covered with appropriate adhesive and that all corners and edges are to be fully supported. The photos clearly show that adhesive was applied only to the corners. These standards also address the importance of proper preparation of a sound subsurface. This does not appear to have happened. Because of the fact that the tile in room 114 failed, causing injury to 4 people and because of the probability that other rooms were tiled in similar fashion, thus risking further injury, please be advised that every room with similar unsafe conditions shall be made safe by taking down and removing the tile. A building permit, with the necessary control information, must be applied for by August 10, 2011. The alternative method of compliance to section 116 of 780 CMR is to supply this office with documentation signed and stamped by an architect or structural engineer that all other rooms which had tiling done had it properly installed with the proper adhesive. This document must be submitted no later than August 24, 2011 and must reference the proper Building Code and ANSI standards. In either case, documentation must be supplied to this office which shows how the facility shall comply with"Maintenance"as described in ANSI AN-3.9 If you have any questions, please do not hesitate to contact this office. Sincerely, Paul Roma Local Inspector � m u v *� �Y r -+4 � a �, a• a.e7 a a w i« iW1 !53 J ry �w G 35 Scudder Ave. Hvannis 7/21 /2011 a .. !" ;. ` t5431... Kim IN ea l .. `�. P.. ' '. '.!+ :• •.tiy� it *.... ,.-• t P 1.9 SmirlderAvP_ HvanniS 7/21 /2011 tF y ti M ' Y ev _ 1" 35 ScudderAve, Hvannis 7/21 /2011 s r r , r e # w + k � e w tt 9 v. A w v + s # Y. µ a: � y 35 ScudderAve, Hyannis :7/21 %2011 COT-, Or boo O -1? G 0 (S-76 DL 7d �r _} ! ' � �. `} � J. �� .. _ _ _ � _.; ,.�,�, . - ,4 >_ . �. , ",, �, ,. ,z- h ,� '� i � � .. . � 4 f+ , .� A--tAl 0 -(-Coo p : '�.. � - t � • �. n . .. `.w 1 . f � a �. t r ii !' 1 ., �` - .$ - s ��r w � , e � id 1, t t t 5 )... ` � � � y + F 1 ` xg .l� l V� ,` .. a --- --. 'x c � s -I ka -r4-f - c _� � ir.� � a• . ( . 1 � � i ., .. +�,W a. y� . .,� . i c.a. �, � 1 i � �t , ;fit. �r.,: � ; r- ..�':. 5' _ 4 � .- t ;; ri � t .: � �� .. i ,y r � � nV, .. i � _.�, � � k � , ,... .. . * ( + S k �. ,*<< t J. �. .r f" e � X �" �r.-w �j''�. J 1 {y, L,' � � � } +� . � � us5 � a �. 'c�.. 1 4i '5�4, t.i ,i - . -71 �� 5' 7 i Lo (t C..m-,3( (.J A - � .. � °t. r♦ v v (: t Y�♦ . •c�a' 1t.A a � t t t i a L .�� s4 .: ; ♦ -. .i - ,. •�. a r t♦ e- t � e_ 1 ,. .� . �� - � - i j j �. � ; 4 ..- k k.,.-+ a e - ,� ', } tl VIII I �II a C � i W. ,V 4.p, tl rt fY W* F 1 35 ScudderAve, Hyannis 7/21 /2011 Nl- QL i r udder Ave . Hvannis 7/21 /2011 Town of Barnstable r Regulatory Services • r • sARN3TABLE, MASS. Thomas F. Geiler, Director i639' ♦0 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 27, 2011 Mr. Ernie Palazzolo C00 TFG Hotels and Resorts Inc. 35 Scudder Avenue Hyannis, MA 02601 Re; 35 Scudder Avenue Dear Mr. Palazzolo, The purpose of this letter is to confirm our conversation regarding the above referenced address. On July 21, 20111 was called by the Hyannis Fire Department to the Conference Center because of the collapse of a tile wall in the bathroom of room 114 and because of the injuries those tiles caused to members of the Bradburn family. Photos of broken and bloodied tile were taken. The family had already been transported to Cape Cod Hospital. On July 22, 2011 Mr. Thomas Perry, the Building Commissioner, and I met with you in your office to discuss what had happened. Concern for the safety of other guests and questions about how the tiles were applied were raised. The standards governing ceramic tile and their adhesives are found in 780 CMR 2103 (2009 IBC with Massachusetts amendments) with references to the American National Standards Institute (ANSI); the standards for tiling over tile are found in technical bulletins published by the Tile Council Of North America, Valspar, Custom Building Products and others. Most agree that mechanical or chemical abrasion followed by thorough cleaning is essential for tiling over tile (depending upon manufacturer specs) and that thinset, following the specifications of ANSI Al18.4, and not mastic, is the proper adhesive to use for large tile in a wet, commercial setting. Further, the adhesive must be certified by its manufacturer to be proper for the intended application. Building Code sections 2103.10.2 through 2103.10.5 refer to ANSI standards A108.5,A108.6, A108.8, and A108.9. Each of these ANSI standards employ the same or similar language i.e. that the tile in wet areas is to have 95% of the back of the tile covered with adhesive and that all corners and edges are to be fully supported. The photos clearly show that adhesive was, applied only to the corners. Because of the fact that the tile in room 114 failed, causing injury to 4 people and because of the probability that other rooms were tiled in similar fashion, thus risking further injury, please be advised that every room with similar unsafe conditions shall be made safe by taking down and removing the tile. The alternative is to supply this office with documentation signed and stamped by an architect or structural engineer that all other rooms which had tiling done had it properly installed with the proper adhesive. Further, the proper Building Code and ANSI standards must be referenced and documentation must be supplied to this office which shows how the facility shall comply with"Maintenance" as described in ANSI AN-3.9. Documentation declaring the remaining rooms safe shall be supplied to this office by August 24, 2011. If removing and replacing the tile is the option chosen to make the building safe, then a building permit, with the necessary control documentation, must be applied for by August 10, 2011. If you have any questions, please do not hesitate to contact this office. Sincerely, Paul Roma Local Inspector t S. �t Town of Barnstable Regulatory Services " BAMnssB`'E' Thomas F. Geiler, Director pr�0►3iA9A�A1� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barn stable.maxs Office: 508-862-4038 Fax: 508-790-6230 July 27, 2011 Mr. Ernie Palazzolo COO TFG Hotels and Resorts Inc. 35 Scudder Avenue Hyannis, MA 02601 Re; 35 Scudder Avenue Dear Mr. Palazzolo, The purpose of this letter is to confirm our conversation regarding the above referenced address. On July 21, 20111 was called by the Hyannis Fire Department to the Conferepce CenterA� because of the collapse of a tile wall in the bathroom of room 114 s t to members of the Bradburn family. Photos of broken and bloodied tile were taken. The family had already been transported to Cape Cod Hospital. On July 22, 2011/Mr. Thomas Perry, the Building Commissioner, and I met with you in your office to discuss what had happened. Concern for the saf ty Qf other guests and questions about how the tiles were applied were raised. ' The standards governing ceramic the aAl their adhesives are found in 780 CMR 103 ( 009 IBC with Massachusetts amendments) with references to the American National Standards Institute (ANSI); the standards fo iling over t' are found in technical bulletins published by -2 the Tile Council Of No h Amer' Valspar, us om Build* oducts and others. Most agree that mechanical or ch mical ra ion folio ed b thoroug clea ing is e fe ial for tih over the (depending upon an actur r spe and t at thi et, folio in a sp cificatio s ANSI A118.4, and not mas ' , is the pro dhesive t us or large tile in a wet, c m rcial.setting 0 Further, the adhesive must be certified by its manufacturer to be proper for the intended application. 'a-(:p Building Code sections 2103.10.2 through 2103.10.5 refer to ANSI standards A108.5,A108.6, A108.8, and A108.9. Each of these ANSI standards employ the same or similar language i.e. that the tile in wet areas is to have 95% of the back of the tile covered with adhesive and that "� all corners and edges are to be fully supported.The photos clearly show that adhesive was �" applied only to the corners. 0/44f-S 1 Because of the fact that the tile in room 114 failed, causing injury to 4 people and because of the probability that other rooms were tiled in similar fashion, thus risking further injury, please be advised that every room with similar unsafe conditions shall be made safe by taking down and removing the tile. The alternative is to supply this office with documentation signed and stamped by an architect or structural engineer that all other rooms which had tiling done had it properly installed with the proper adhesive. Further, the proper Building Code and ANSI standards must be referenced and documentation must be supplied to this office which f shows how the facility shall comply with"Maintenance"as described in ANSI AN-3.9. Documentation declaring the remaining rooms safe shall be supplied to this office by August 24, 2011. If removing and replacing the tile is the option chosen to make the building safe, then a building permit, with the necessary control documentation, must be applied for by August 10, 2011. If you have any questions, please do not hesitate to contact this office. Sincerely, � '� A&J-4 c: Paul Roma Local Inspector li7 sl,� A-4.2 Installation of ceramic the with A-4.2.1.3 Adhesive application organic adhesives or water cleanable tile-setting epoxy CA-4.2.1.3.1 Apply adhesive with flat side of trowel adhesive ANSI A108.4 — 1999 to obtain mechanical bond and coverage.Using the notched side of trowel,comb adhesive to obtain even Applicable portions of Section A-1 through A-3 are setting bed without scraping backing material.Cover a part of these A108.4 installation specifications. surface uniformly without bare spots,with sufficient adhesive to insure a minimum wet film thickness of 1/32 inch between tile and backing after the has NOTE—Although organic adhesives and epoxy ad- been beat into place.Apply adhesive only in areas hesives are installed the same way, their working that can be covered with tile before the adhesive and physical properties differ. For example: epoxy films over.Remove any adhesive that films over and must be mixed while organic adhesives are used apply fresh adhesive. directly from the container without mixing. There- fore,more skill on the part of the installer is required when epoxy adhesive is specified. A-4.2.1.4 Setting the on walls and Ceilings A-4.2.1 Installation of ceramic tile' for A-4.2.1.4.1 Press tile into adhesive, insuring ad- hesive contact with tile while maintaining accurate walls and ceilings joint alignment and spacing.Keep a minimum of 2/ 3 of joint depth open for grouting. A-4.2.1.1 General r A-4.2.1.4.2�i Thoroughly beat all tile or tile assem- blies into place with a beating block to obtain maxi- A-4.2.1.1.1 Installation of tile for walls and ceil- mum contact of adhesive on the back of each tile, ings includes base, wainscots, window stools, re- or back of each tile and back mounting material. veals,wall-breaks,and accessories where required. Average contact shall be not less than 80%except Application shall be over gypsum board and gyp- on shower installations where contact area shall be sum plaster (dry-areas only), cementitious backer o 95/o when no lefor inspection. n three tiles or the assem- units, portland cement mortar, or smooth,dry con or blies are removed f crete. A-4.2.1.4.3 Remove paper from paper-mounted A-4.2.1.2 Preparation of surfaces ceramic mosaics before the adhesive is firmly set and align individual tile. A-4.2.1.2.1 Preparation in wet areas: (Wet ar- eas are tub enclosures or other similar areas with A-4.2.2 Installation of tile for floors and like service requirements.Reference Paragraph AN- countertops 4.15). Inspect water-resistant gypsum board sur- faces to assure that surfaces are installed and pre- pared by other trades in accordance with GA-216 A-4.2.2.1 General (joints filled with a water-resistant joint compound and tape).Tiles shall not be applied to surfaces that are not properly installed. A-4.2.2.1.1 Installation of tile for floors and countertops shall be over concrete, plywood, or A-4.2.1.2.2 CAUTION — Gypsum wallboard cementitious backer units and include curbs; gut (ASTM C36) and water-resistant gypsum backing ters, and saddles. board shall not be used on ceilings or in critical ex- posure areas such as exteriors, showers, saunas, A-4.2.2.2 Preparation of surfaces or steam rooms. (See Paragraph AN-4.15) A-4.2.2.2.1 Provide patching and underlayment on surfaces to receive tile when so specified in the project specifications.Type of underlayment mate- rial and application shall be as recommended by 41 the adhesive manufacturer unless otherwise speci- A-4.2.3 Grouting of the fied. A-4.2.3.1 Remove all adhesive from face and A-4.2.2.2.2 Leave space for movement joints as edges of tile. shown or specified. A-4.2.3.2 Allow a minimum of 24 hours for A-4.2.2.3 Adhesive application evaporation of solvent before grouting unless oth- erwise recommended by adhesive manufacturer.- A-4.2.2.3.1 Apply adhesive with flat side of trowel When the tile and substrate are such that the adhe to obtain mechanical bond and coverage.Using the sive does not cure in 24 hours,allow additional time notched side of trowel,comb adhesive to obtain even prior to grouting. setting bed without scraping backing material.Cover surface uniformly without bare spots,with sufficient A-4.2.3.3 Install and cure grout in accordance adhesive to insure a minimum wet film thickness of with appropriate ANSI installation standard or 1/32 inch(1 mm)between tile and backing after tile A108.10 Installation of grout. has been beat into place. L End of ANSI A108.4-_'1999 A-4.2.2.3.2 Apply organic adhesive only in areas that can be covered with tile before the adhesive films over.Remove any adhesive that films over and apply fresh adhesive. A-4.2.2.3.3 During application of epoxy adhesive to plywood underlayment, force epoxy between . edges of plywood sheets to completely fill gaps when required by the setting material manufacturers rec-. ommendations.(See Paragraph A-3.1.4.3.3) A-4.2.2.4 Setting 'tile floors and countertops A-4.2.2.4.1 Press tile into adhesive, insuring ad- hesive contact with tile while maintaining accurate joint alignment and spacing.Keep a minimum of 2/, 3 of joint depth open for grouting. A-4.2.2.4.2 Thoroughly beat all tile or tile assem- blies into place with a beating block to obtain maxi- mum contact of adhesive on the back of each tile, or back of each tile and back mounting material, and not less than an average contact area of 80% except on shower installations where contact area shall be 95% when no less than three tiles or the assemblies are removed for inspection. A-4.2.2.4.3. If the tile is face mounted, remove paper before initial set occurs and adjust all tiles that are out of line or level.Use no more water than necessary in removing paper. 42 iag,I Q A-4.1 b Installation of ceramic tile on a A-4.1 c ', Contractor's Option;installation cured portland cement mortar of ceramic the in the wet-set setting bed with dry-set or latex method with portland cement portland cement mortar•"ANSI✓ mortar or installation of ceramic (:A108.1 B — 1999 tile on a cured portland cement mortar setting bed with dry-set Applicable portions of Section A-1 through A-3 are or latex-portland cement mortar a part of these A108.1 B installation specifications. CANSI A108.1 Cf' 1999 A-4.1 b.1 Installation of mortar setting Applicable portions of Section A-1 through A-3 are beds on vertical and horizontal a part of these A108.1 C installation specifications. surfaces NOTE —Two equivalent methods for installing ce- ramic tile on portland cement mortar beds are rec- The mortar bed shall be installed in accordance with ognized by the industry.They are the methods cov- Sections A-4.1 a.1, A-4.1 a.2, and A-4.1 a.5 of ANSI ered by ANSI A108.1 A which requires the tile to be A108.1A. set in the wet-set method and the method covered by ANSI A108.1 B which requires the tile to be set A-4.1b.1.1 All mortar bed surfaces shall be on a cured portland cement bed with dry-set or Ia- plumb, level and true with square corners. Maxi- tex-portland cement mortar. Unless there are spe- mum variation from required plane shall be: cific reasons to specify tile installed according to Vertical surfaces-'/a inch in 10 feet(6 mm in 3 m). either of these specifications, it is reasonable for Horizontal surfaces-'/a inch in 10 feet(6 mm in 3 the specifier to allow the tile contractor the option of m) choosing either method by specifying tile installed by ANSI A108.1 C.See paragraph AN-5 of the Fore- word. A-4.1 b.2 Installation and grouting of tile End of ANSI A108.1 C — f999 In accordance with applicable sections of ANSI A108.5. L End of ANSI A108.1 B — 1999 40 . f P..AA i A-4 f Installation of ceramic tiler Installation of load bearing, bonded, waterproof membranes for thin-set ceramic tile and dimension Applicable portions of Section A-1 stone ANSI A108.13 (Section through A-3 are .A-4.10) a part of these A108.1A installation specifications. A-4.1a Installation of ceramic tile in the Ceramic tile installation methods are divided wet-set method, with portland into twelve sections: cement mortar-ANSI A108.1 A 11999 1 Installation of ceramic tile in the wet-set method, with portland cement mortar ANSI A108.1A (Sec- A-4.1a.1 Application of metal lath and tion A-4.1a) scratch-coat to walls and ceilings Installation of ceramic tile on a cured portland ce- ment mortar setting bed with dry-set or latex-port- land cement mortar ANSI A108.1 B(Section A-4.1 b) When it is specifically stated in the tile or plastering section of the project specifications that the metal lath and/or scratch coat is part of the tilework,prepa- Installation of ceramic tile with contractor's option: ration and installation of the metal lath and/or scratch wet-set method with portland cement mortar OR coat shall be as follows: on a cured portland cement mortar setting bed with dry-set or latex-portland cement mortar ANSI A108.1 C (Section A-4.1 c) A-4.1 a.1.1 Metal lath:All lathing used as back- ing for tile applied on interior walls and ceilings shall be metal lath complying with ASTM C847;except Installation of ceramic tile with organic adhesives steel need not be copper bearing and may be or water cleanable tile-setting epoxy adhesive ANSI painted. Metal lath on exterior walls shall comply A108.4 (Section A-4.2) with ASTM C847 and be galvanized. Lath shall be flat expanded type and•weigh not less than 2.5 pounds per square yard(1.4 kg/m2).Preassembled Installation of ceramic tile with dry-set portland ce- membrane material shall be capable of being lapped ment mortar or latex-portland cement mortar ANSI metal to metal and membrane to membrane. Nei- A108.5 (Section: A-4.3) ther flat rib metal lath nor 3/8-inch(10 mm)rib metal shall be used for tile backing. Installation of ceramic tile with chemical resistant, water cleanable tile-setting and -grouting epoxy A-4.1a.1.2 Application of lath: Before applying ANSI A108.6 (Section A-4.4) metal lath to wood studs,wood furring,steel studs, or a solid backing,secure membrane over studs or Installation of ceramic tile with chemical resistant furring, with joints lapped.The method of securing., furan resin mortars and grouts ANSI A108.8 (Sec- membrane and lath to wall or stud surfaces shall tion A-4.5) conform to building codes. Installation of ceramic tile with modified epoxy emul- Install a membrane free from holes or breaks and sion mortar/grout ANSI-Al 08.9 (Section A-4.6) lapped shingle-fashion a minimum of 2 inch(50 mm) in back of all tilework unless otherwise noted.Mem- brane may be 15-lb. roofing felt or 4 mil polyethyl- Installation of grout in tilework ANSI A108.10(Sec- ene film. tion A-4.7) A-4.1a.1.2.1 Extend lath in showers to within 2 Interior installation of cementitious backer units ANSI inches (50 mm) of floor and lap over the shower A108.11 (Section A-4.8) pan. Nails in lath shall not be placed below top of shower pan. Installation of ceramic tile with EGP (Exterior glue plywood) latex-portland cement mortar ANSI A-4.1a.1.2.2 Lap metal lath a minimum of 2 inches A108.12 (Section A-4.9) (50 mm)at sides and end where sheets are joined. 35 h Lap preassembled membrane and metal lath,metal A-4.1 a.2.2 Mortar for floors to metal and membrane to membrane.Lap wire fab- ric one full mesh, wire to wire,where joined. A-4.1 a.2.2.1 Mortar bed mix: 1-,part cement, 5- parts damp sand, and optionally, up to 1/10-part A-4.1a.1.3 Scratch and leveling coat mix for hydrated lime by volume. Mix ratios can vary de- walls and ceilings:The mix for scratch and level- pending on local materials. ing coats for application to metal lath,concrete,and masonry surfaces shall be as follows: A-4.1a.2.2.2 When mixed with water, the mortar shall be of such a consistency and workability that A-4.1a.1.3.1 1-part-,portland cement, '/z-part by will allow maximum compaction during tamping of drated lime,'and 4-parts-dry sand or 5-parts damp the mortar bed. sand by volume;1-part portland cement and 3-parts dry sand or 4-parts damp sand by volume; 1-part Type S or M masonry cement and 3-parts damp A-4.1a.2.3 Mortar and special sand by volume;or 1- part Type S or M plastic ce- requirements for shower ment and 3-parts damp sand by volume.Mix ratios receptors can vary depending on local materials. A-4.1 a.1.3.2 When hand mixing,thoroughly mix dry A-4.1 a.2.3.1 Mortar bed mix: 1-part portland ce- mortar ingredients before adding water to obtain ment and 4-parts damp sand, by volume. proper consistency. When machine mixing, add water first. Discard mortar when it has reached its A-4.1a.2.3.2 Make the mortar bed water-resistant initial set. by using an admixture.Mix and use this material in strict accordance with the manufacturers directions. A-4.1a.1.4 Application of scratch coat: Apply scratch coat to lath or to prepared clean masonry. A-4.1a.2.3.3 After mixing with water, the mortar shall be of such a consistency and workability that A-4.1a.1.4.1 Cure scratch coat for at least 24 hours will allow maximum compaction during tamping of before applying the mortar bed. the mortar bed. A-4.1a.1.4.2 When a leveling coat(plumb scratch) A-4.1a.2.3.4 The shower drain shall be installed by over the scratch coat is specified,scratch and cure the plumber.The waterproof membrane shall be in- it at least 24 hours dependent dent upon on climate condi- stalled over a slope of 1/4-inch per foot(20 mm/m)to P tions. the drain weep holes. A-4.1a.2.3.5 Reinforcing shall be suspended in A-4.1 a.2 Mortar mixes mortar bed. Reinforcement shall not butt against vertical surfaces. A-4.1a.2.1 Mortar for walls and ceilings A-4.1a.2.3.6 Minimum thickness of mortar bed: A-4.1a.2.1.1 Mortar bed mix (also called float 1-1/2 inches(38 mm)at any point or consistent with coat):from 1-part portland cement,1/2-part hydrated local plumbing code. lime and 5-parts damp sand to 1-part portland ce- ment, 1-part hydrated lime and 7-parts damp sand, A-4.1 a.2.3.7 High point of floor and.pitch to- by volume;or 1-part Type S or M masonry cement ward drain:The high point to the floor shall be not and 3-parts damp.sand by volume;or 1-part Type S less than 2 inches (50 mm) or more than 9 inches or M plastic cement and 3-parts damp sand by vol- (225 mm)below the top of the finished dam and the ume.Mix ratios can vary depending on local mate- mortar fill,waterproof membrane and finished floor rials. shall have a minimum of Ya-inch pitch toward the ' drain per foot (20 mm/m). A-4.1a.2.4 Mixing mortar: When hand mixing, thoroughly mix dry mortar ingredients before add- 36 i ing water to obtain proper consistency.When ma- A-4.1a.5 Mortar application chine mixing, add water first.Discard mortar when it has reached its initial set. A-4.1 a.5.1 Application of mortar to walls A-4.1 a.3 Bond coat mixes and ceilings A-4.1a.3.1 Bond coat for walls,ceilings,floors A-4.1a.5.1.1 Cure scratch coat or leveling coat (Plumb scratch) before the mortar bed is applied and shower receptors:Bond coat mix(also called skim coat, pure coat, or neat cement coat)shall be (length of cure dependent upon climatic conditions).' as follows: A-4.1 a.5.1.2 Immediately prior to applying the mor- A-4.1 a.3.1.1 For walls and ceilings:Gray or white tar bed, evenly dampen preceding surface coat or portland cement mixed with water to a creamy con- the clean concrete block surface with water as re- quired.Rework from time to time.Additional wa- ter or cement shall not be added after initial mixing.. Discard unused bond coat after initial set is reached. A-4.1 a.5.1.3 Apply mortar bed to provide a plumb and true surface the proper distance back from the A-4.1a.3.1.2 Alternate bond coat for walls and finished wall or ceiling line. Maximum thickness of ceilings: Gray or white dry-set portland cement mortar bed:3/4 inch (19 mm). mortar or latex-portland cement mortar mixed with water to a creamy consistency in strict accordance A-4.1 a.5.1.4 When the one-coat method using a with the manufacturer's directions. mortar setting bed is specified in the project speci- fications, comply with the following: Install a mem- A-4.1 a.3.1.3 for floors,decks,and countertops: brane.Securely attach metal lath through the mem- Gray or white portland cement mixed with water to brane to the backing.Apply a mortar bed, 3/8 to 3/ a creamy consistency or a gray or white portland 4 inch (10 to 19 mm) thick, and set tile while the cement dust coat. mortar bed is still workable. A-4.1a.5.2 Application of mortar to concrete A-4.1a.4 Spacing mix (for maintaining floors and deck:Unless otherwise specified,place spacing of ceramic mosaic tile, and bond the mortar bed to concrete slab as fol- quarry tile,and paver tile during lows: setting).Spacing mix shall be as follows: A-4.1a.5.2.1 Dampen clean, properly prepared concrete surface with water immediately prior to A-4.1a.4.1 For narrow joints less than'l/8 inch(3 placing the bonded mortar bed. Concrete surface mm) wide, 1-part portland cement and 1-part fine to be completely free of standing water. sand, by volume. A-4.1 a.5.2.2 Before placing mortar bed, spread a very thin continuous coating of pure portland ce- A-4.1a.4.2 For joints wider than 1/8 inch(3 mm), ment slurry on the concrete surface or dust a thin 1-part portland cement and 2-parts fine sand; by layer of dry portland cement on the concrete and volume. wet it. Broom the pure portland cement slurry or the wetted portland cement dust to completely coat A-4.1 a.4.3 When spacing mix is used,a depth of the concrete surface with a thin and uniform coat- approximately 25% of the tile thickness is recom ing. mended. A-4.1 a.5.2.3 Immediately apply mortar bed over the pure cement coating.Firmly tamp and screed mor- tar bed.Mortar bed thickness shall be a nominal 1- '/a inches (32 mm). 37 A-4.1 a.5.3 Application of mortar for floors, A-4.1 a.6.2.3 Before setting sheets of face-mounted decks, and countertops over a cleavage mem- the on vertical surfaces, fill the joints with spacing brane and for shower receptors: On wood mix. subfloors,countertops,coated concrete,waterproof membranes,and when a cleavage membrane over A-4.1a.6.2.4 Apply a 1/32 to 1/16 inch (1 to 2 mm) concrete is specified in the section of the project specifications, place the mortar bed as follows: thick bond coat over the mortar bed while still work- able.If white joints are required, a white bond coat shall be used. A-4.1 a.5.3.1 Place a cleavage membrane over the substructure, lapped at least 4 inches(102 mm)at A-4.1 a.6.2.4.1 Alternate for the on floors,decks,or joints,except when a waterproof membrane installed by others is already in place(as in a shower recep- countertops: Immediately preceding the setting of for or roofdeck.) tile,dust a thin layer of dry portland cement 1/32 to 1/16 inch (1 to 2 mm) thick over the mortar bed; assure sufficient moisture to dampen the dust coat. A-4.1a.5.3.2 Place mortar bed with wire reinforc- ing over the membrane.Lap reinforcing at least one full mesh and support so that reinforcing shall be A-4.1a.6.2.5'lf 95% coverage is specified-in the,) suspended in the mortar bed.Reinforcing shall not [Project specifications,back butter each tile with bond-,) butt against vertical surfaces. coat; or select a notched trowel sized to facilitate the proper coverage, key the mortar into the sub- strate with the flat side of the trowel,and comb with A-4.1a.5.3.3 Place, tamp firmly, and screed the the notched side of the trowel in one direction.Em- mortar bed.Mortar bed thickness shall conform to bed the tile in the mortar by beating-in,pushing in a Paragraph AN-2.6.1.4 except for countertop and direction perpendicular to the combed ridges, or shower receptors. (For special requirements for other means to achieve specified coverage. The shower receptors refer to Paragraph A-4.1 a.2.3.) method used should produce maximum coverage with the corners and edges fully supported. Perk odically remove and check a tile to assure that proper A-4.1a.6 ('Installation of ceramic tile on coverage is being attained. r walls, ceilings, floors, decks, ' and countertops' A-4.1a.6.2.6 Set tile firmly on the mortar bed.Lugs on tile determine the joint width between tile.Spac- A-4.1 a.6.1 General ers, string, or rope shall be used to space tile that have no lugs. Bring all surfaces to a true plane at the proper position or elevation.Set all tile while the A-4.1 a.6.1.1 Installation of tile includes base,wain- mortar bed is still workable.The beat-in shall fill the scots, window stools, reveals, and accessories entire space between ribs of tile with mortar. where specified. A-4.1 a.6.2.7 Deleted 1999 A-4.1a.6.2 Installation of the A-4.1a.6.2.8 Make adjustment of tile before initial A-4.1 a.6.2.1 Soak tile in clean water for at least 1/2 set of the mortar takes place. hour and drain excess water before setting.Immerse each tile completely during the soaking period. A-4.1a.7 Grouting of tile Resoak and drain tiles that exhibit drying along the edges before setting. Free moisture shall not re- main on the backs of the tile when they are being A-4.1a.7.1 Install and cure in accordance with set.(Vitreous tile, glazed or unglazed, need not be appropriate ANSI installation standard: A108.6 soaked.) Chemical resistant epoxy grout.A108.8; Chemical resistant furan grout.A108.9 Modified epoxy emul- A-4.1a.6.2.2 When a bond coat of dry-set mortar sion grout;or A108.10 Installation of grout. or latex-portland cement mortar is used, the tile should not be soaked. 38 A-4.1a.8 Curing A-4.1a.8.1 Damp cure all non-latex/polymer modified tile installations. r End of ANSI A108.1A— 1999 39 'Technical Data Page 1 of 2 loridatile homeowners n 4- w Technical Data GENERAL SPECIFICATIONS Related Documents:Drawings and general provisions of contract,including General Supplementary Conditions and Division 1 Specification sections apply to work of this section: Related Work Specified Elsewhere:A. Lathing&Cement Scratch Coat Section B. Waterproof Wallboard Section C. Waterproof Membranes Section D. Sealants for Movement Joints Section Description of Work: Definition:All surfacing units made of ceramic materials.Extent of file as indicated on drawings and schedules.Types of file work include the following: Glazed Wall Tile,Quarry Tile,Porcelain,Glazed Paver Tile Quality Assurance: A. Source of Materials:Provide materials obtained from one source for each type and color of tile,grout and setting materials. B. Work shall be executed and tested in accordance with current editions of the following standards: I. ANSI A108.1-Installation of ceramic file with Portland Cement 1.ANSI A 108.4-Installation of ceramic tile with water resistant organic adhesives.ANSI A108.5-Installation of ceramic tile installed with dry-set Portland Cement Mortar or Latex-Portland Cement Mortar.ANSI A108.6-Installation for ceramic tile installed with chemical-resistant epoxy. 2. American Society for Tesfing&Material(ASTM)ASTM C150-Specifications for Portland CementASTM C206-Specifications for Hydrated Lime 3. Federal Specifications(FS)FSTT-S 001543 Class A or B(COM-NBS)One Part Silicone Rubber Submittals: A. Certificates of Compliance:The manufacturer shall famish Certificates of Compliance stating conformance with all requirements of American National Standards Institute Specification ANSI A 137.1-2008. B. Master Grade Certificate:Furnish Master Grade Certificates for each shipment and type of tile signed by the manufacturer and the installer. C. Samples:Submit samples of each type of file for each color and texture required,not less than 12"square.A full-size sample of each type of trim for each color is required. Product Handling: Deliver to job site and store packaged material in original containers with labels intact.Prevent damage to materials by water,freezing or other causes.Project Conditions:Maintain temperatures at not less than 50 degrees Fahrenheit in tiled areas during installation and for 7 days after completion unless higher temperatures are required by manufacturer's instructions. PRODUCT SPECIFICATIONS A. All tiles are Standard Grade complying with ANSI Al37.1-2008 as manufactured by Florida Tile Inc.or approved equivalent. B. Sizes,colors,textures and patterns as selected by the architect.See drawings and schedules. C. Provide trim of the same color,size and finish of adjacent Oat tile. D. Accessories-Fumish cast vitreous china accessories to match or harmonize with color and finish of adjacent wall file.Accessories required where shown on drawings. Setting Materials: Portland Cement Mortar Installation Materials:Provide materials to comply with ANSI A108.1 as required for installation method designated. • Cleavage Membranes:Polyethylene film.4 mil.ASTM C171 Type 1.1.2. • Reinforcing Mesh:Welded wire fabric"x"16/16 gauge. Dry-Set Portland Cement:ANSI 118.1 water retentive Portland Cement,sand and special latex additives.Latices vary considerably.Follow manufacturer's directions explicitly. • Organic Adhesive:ANSI A 136.1 Type I for areas requiring prolonged water resistance.Provide primer-sealer as recommended by the manufacturer. • Epoxy Mortar:ANSI 118.3 Formula AAR-11 or high temperature resistance formula where indicated. Grouting Materials: • Commercial Portland Cement Grout:Pre-blended compound composed of Portland Cement and additives formulated for the type tile installed. Latex-Portland Grout:Use latex additive in grout compatible with Latex-Portland Cement Mortar. Dry Set Grout:Portland Cement and additives formulated for type of tile installed. INSTALLATION SPECIFICATIONS Before tile installation begins,the installer is responsible for checking the tile for obvious visual defects.Cartons and pallets of file must be blended to achieve an aesthetic blend.No claims will be accepted after installations which have obvious visual defective tile.Substrate surfaces shall not show variations in excess of: Wall Floor Installation Standard: Dry-Set Mortar 1/8"in 8' 1/8"in 10' Comply with applicable parts of ANSI A-108 Series for ceramic tile installation.Extend tile work into recesses, Organic Adhesive 1/8"in 8' 1/16"in Y and under and behind equipment and fixtures except where otherwise shown.Fit tile to electrical outlets,piping, Latex-Portland Cement Mortar 1/8"in 8' 1/8"in 10' fixtures and other penetrations so that plates,collars or covers overlap tile.Joints shall align vertically and horizontally between trim and field tile.Grout tile to comply with reference installation standards using grout Epoxy 1/16"in 3'ANSI materials indicated. http://homeowners.floridatile.com/technical-data 7/26/2011 Technical Data Page 2 of 2 Protection: Leave finished installation free of cracked,chipped,broken,unbonded or otherwise defective tile work.Protect all floor tile installations with krafl paper or other heavy covering during construction period to prevent staining or damage.No foot or wheel traffic permitted on floor for at least 7 days after grouting.Due to inherent size variation in porcelain and ceramic floor tiles,a groutjoint must be used.Your installer will be able to recommend a suitable grout joint for the product you've selected. Test Methods Defined Coefficient of Friction:ASTM C-1028-89 is the standard test method for determining the static coefficient of friction of ceramic the and other like surfaces by the dynamometer pull meter method.Static �I coefficient of friction is a term used in physics to describe the amount of force required to cause an object(shoe sole material)to start moving across a surface(flooring material).A higher coefficient indicates increased resistance of shoe sole material to start moving across a flooring material. as the degree of wear on the shoe and flooring material;presence of foreign material,such as water,oil and dirt;the length of the human stride at the time of slip;type of floor finish,and the physical and mental condition of humans.Therefore,this test method should be used for the purpose of developing a property of the flooring surface under laboratory conditions,and should not be used to determine slip resistance under field conditions unless those conditions are fully described"Please consult ASTM Standard Test Method C-1028-89 for a more detailed explanation of coefficient of friction and test methods. The ASTM procedure states that"the measurement made by this apparatus is believed to be one important factor relative to slip resistance.Other factors can affect slip resistance,such as the degree of wear on the shoe and flooring material;presence of foreign material,such as water,oil and dirt;the length of the human stride at the time of slip;type of floor finish,and the physical and mental condition of humans.Therefore,this test method should be used for the purpose of developing a property of the flooring surface under laboratory conditions,and should not be used to determine slip resistance under field conditions unless those conditions are fully described."Please consult ASTM Standard Test Method C-1028-89 for a more detailed explanation of coefficient of friction and test methods. Note that the precision of this test as described in the ASTM procedure indicates that the coefficient values can be expected to vary as much as 0.3.Since coefficient of friction is normally less than 1.0, test results will vary by more than 300/,. Also,the static coefficient of friction may vary within and between production runs because of the inherent characteristics of ceramic tile.Although ANSI has not established a standard value for coefficient of Diction,OSHA(Occupational Safety and Health Administration)has established a recognized industry of 0.5(wet and dry)for slip-resistant surfaces.The Americans with Disabilities Act (ADA)recommends but does not require"a Static Coefficient of Friction of 0.6 for accessible routes and 0.8 for ramps"ADA does not specifically state that 0.6 is both a dry and a wet requirement. It is important to note that any tile or other hard surface flooring can become slippery when wet or improperly maintained.The use of Florida Tile®products are not recommended for exterior horizontal surfaces. The coefficient of friction of all hard surface flooring materials,including ceramic tile,can be adversely effected by inadequate or improper maintenance,such as the use of unsuitable cleaning materials or procedures.The Florida Tile Care and Maintenance Brochure explains how to maintain your tile floor.For a copy of this brochure,see your Florida Tile Distributor or call Florida Tile at I-800-FLA- TILE. Mob's Hardness:Scratch resistance of glazes is measured by scratching the glaze with a mineral of known hardness.Hardness of minerals is classified by Mob's Scale,which lists 10 minerals according to their hardness.Each mineral in this scale will scratch those with lower numbers in the scale,but will not scratch minerals with higher numbers.Talc is classified as number one on the Mob's Scales and diamond ten.Resilient flooring materials,such as vinyl and asphalt tile,are relatively soft and can be scratched by talc,number one on the scale.White polished marble can be scratched by calcite,which is number three.Black marble rates a four and can be scratched by fluorite.Most glazes used on ceramic the fall in the five to six range,which is also slightly harder than most steels.Case-hardened steel, such as what is used in drill bits used for drilling holes in steel,is approximately six and will scratch most glazes.Some glazes used on ceramic tiles,designed for floor use,cannot be scratched by a cme- hardened drill bit.Quartz,number 7 on Mob's Scale,will scratch most glazes and all but the hardest unglazed ceramic tiles.Sand is a common example of natural quartz. Breaking Strength:ASTM C-648 describes the standard test method for determining structural strength of ceramic tile.This test provides a means for establishing whether or not a lot of ceramic tile meets the strength requirements which may be required for a specific installation procedure and its ability to withstand load and impact.The ANSI standard requires an average breaking strength of 90 lbs.for wall tiles and 250 lbs.for floor tiles.Tiles installed on Floors with adhesives may require higher breaking strengths. Acid Resistance:ASTM C650 is the standard test method for determining resistance of ceramic tile to chemical substances.The glazed surface of Florida Tile products is resistant to virtually all caustic and corrosive liquids.Typical exceptions are:fluorides and concentrated hydrochloric acid. Frost Resistance:ASTM C-1026 describes the standard test method for determining ceramic tile's ability to withstand repeated cycles of freezing and thawing.Ability of file to resist damage or deterioration when tested in freezing and thawing situations such as those found in central and northern sections of the United States. The use of Florida Tile products are not recommended for exterior horizontal surfaces. Florida Tile Product Information:Florida Tile products are glazed,high-strength,flat-backed files.All Florida Tile floor tile products are made by the"single-fired"process,which generally imparts superior impact resistance and superior breaking strength.All products are formulated using high quality clays,specifically designed for density and strength then pressed,glazed and fired.Note that the data represented in this literature represents typical test results of randomly selected"standard"products. Florida Tile Nature-Inspired Products&Shade Blending:Florida Tile's rustic products include,but are not limited to:Ankara;Ashton;Corte;Cmckside;Fontana;ForrnationsGran Canyon;Highlands; Horizon;Legend;Livingston;Mendocino;Millenia;Montana;Pinecrest;Phoenix;Progetto Casa;Taconic Slate;Terrace;Topeka and Tuscania.Designed to simulate natural surfaces by using a combination of ceramic/porcelain processes.Shade and texture variations are inherent in these nature-inspired products.These types of tiles are packed by shade blends and not specific shades.Products of a common shade blend type may be used together.Specific product lots are identified by the last letter of the shade code. Shade Variation Durability Classification • ASTM C-1027 describes the standard test method for determining visible abrasion VI Uniform Appearance: V2 Slight Variation: resistance of glazed ceramic tile.The Florida Tile classification for durability is based Differences among pieces from Clearly distinguishable upon both the results of this test and practical experience. the same production run are differences in texture and/or Light traffic-for residential bathroom floors. minimal. pattern with similar colors. Light/medium traffic-residential interiors with the exception of kitchens,stairs,landings and areas near external entries. • Medium/heavy traffic-all residential applications.Commercial applications which are similar in traffic to residential applications.Specifically excepted are areas of prevalent circulation or turning points. • Heavy traffic-all residential and most commercial applications such as the public areas of exhibition halls,hotels,restaurants, V3 Moderate Variation: V4 Random Variation: supermarkets,shops and schools. While the colors present on a. l Random color differences from Extra-heavy traffic-all residential and commercial applications ;. single piece of tile will be tile to tile,so that one tile may similar to Class IV where extra durability maybe required. indicative of the colors to be have totally different colors expected on the other files,the — from that on other tiles.Thus,, Q 2011 Forida tile amount of colors on each piece �� �;';, the final installation will be may vary significantly.For unique. example"that little bit of color"on one piece of tile may be the primary color on the next piece. { http://homeowners.floridatile.com/technical-data 7/26/2011 TCNA - Technical Services: FAQ Page 1 of 2 13 M_TC 4 + 9 EI L-A - technical services ceramic tile educatinnM � Tiling Over Tile foundationLM Click on a question below to learn about a topic of interest. - - - Can I tile over existing ceramic tile?directory in tcna publications Can I tile over other types of flooring? technical services= Can I tile over existing ceramic tile? technical questiors This is done regularly where there is not a floor height or wall thickness limitation and where the existing tile is well-bonded. To testing services 8 : insure a good bond to the existing tile, certain procedures need to be followed; these are described in the TCA Handbook for Ceramic Tile Installation in detail TR712 and TR-713. trade no ws > Note: Not all thin-sets (nor polymer modified thinsets) are capable of bonding directly to tile - please consult the grout and mortar event calendar 9L manufacturers specified for their recommended thinsets. Also, depending on the tile already installed, in some cases the tile must related links be mechanically abraded to insure a good bond - this is usually best determined with a "bond test". profilei `' Caution: Mechanical or chemical abrasion-to tile can release fine Contact usrgj particles which could cause harm if inhaled or ingested. Mineral analysis of the the and glaze should be performed before performing any operation. Appropriate saftey equipment should be worn at all times. There are many labs including the TCNA lab that can provide toxic metals analysis as well as shear bond testing. Can I tile over other types of flooring? Guidelines for tiling over other surfacing materials are covered in the Renovation section of the TCA Handbook. The TCA Handbook detail that covers this application is TR711. When tiling over other surfaces always make sure to check with the mortar and grout manufacturers to find the right material for bonding to the surface in question. The manufacturers' of tile cement (thinset) have developed specialty formulations for setting tile that are designed to bond well to specific surfaces. However, as with all tile installations, the entire http://www.tileusa.com/tileovertile2_faq.htm 7/25/2011 r TCNA - Technical Services: FAQ Page 2 of 2 substrate below the tile is important- not only the layer to which the tile is bonded. If your question is still unresolved, you have several choices to explore other means of technical support. Situation May Require an On-Site Inspection to resolve the problem. Installation May Require Sample Testing Link to Manufacturers' Technical Support Questions Regarding Handbook Guidelines or American National Standards back to the top rp ofile ceramic tile education foundation I membership/member directory testing services I tcna publications I event calendar standards development I trade news related links technical questions contact us home http://www.tileusa.com/tileovertile2_faq.htm 7/25/2011 +x TI NA - Technical Services: FAQ Page 1 of 4 1+11"-=.1TCNA ceramic tile educationffl Mortar, Thinset, Dryset, Polymer-Modified Mortar inspecti` "' Click on a question below to learn about a topic of interest. What is thinset mortar, dryset mortar or drybond mortar? directory tcna publications What is medium bed thinset? technical servicesta What is a thick-bed installation, mortar bed installation, or thick-set installation? technical questions What are the advantages of a mortar bed? testing servicess ✓' What are the advantages of thinset installations? ASC A108 comm.iftee What is latex-modified thinset? trade news What is the desired compressive strength for a mortar bed? event calendar LY What is a cleavage membrane or slip sheet? related 'w What is thinset mortar, dryset mortar or drybond mortar? prorileR M Thinset mortar is a blend of cement, very finely graded sand, and a contact us TO r water retention compound that allows the cement to properly hydrate. Tile set by the thinset method is adhered to the substrate with a thin layer of"thinset" cement. The terms thinset cement, thinset mortar, dryset mortar and drybond mortar are synonymous. This type of cement is designed to adhere well in a thin layer- typically not greater than 3/16th thick. For example, a 3/8" notch trowel will produce a 3/16th inch thick coating after the tiles are pressed in to the cement. While very minor adjustments in height can be made, this method is not appropriate for adjusting the level or flatness of a surface - rather the tile will follow the plane of the substrate. �-�- _UI& The American National Standards Institute (ANSI) defines the -x r �) properties of thinset mortar in the.A118.1 specification. What is medium bed thinset? Medium bed "thinset" mortars can be used to adjust for slightly larger variations in the substrate than can be accommodated with thinset mortar. They are also used with large, heavy or thick tiles, http://www.tileusa.com/thinset-mortar—faq.htm 7/25/2011 T6NA - Technical Services: FAQ Page 2 of 4 where a thicker settingbed and a coarser aggregate ma be Y required to achieve a flat installation and to support the weight of the tile while the cement is curing. What is a thick-bed installation, mortar bed installation, or thick-set installation? Thick-bed installations are based on the traditional method of packing a mortar bed over a surface before installing the tile. The the is adhered to the mortar bed either while the mortar bed is green (just beginning to dry) or after the mortar bed has cured. The mortar bed may be reinforced with wire and either set over a cleavage membrane (that allows the mortar bed to "float" free of the substrate) or bonded to the substrate - hence the use of the terms "floating mortar bed" or"bonded mortar bed". For wall applications, metal lath is mechanically anchored to the substrate and the mortar locks into the metal lath as it cures. The terms thick-bed installation, mortar bed installation, and thick-set installation are synonymous. What are the advantages of a mortar bed? In the case of the floating mortar bed, the the layer is unaffected by minor cracking and movement in the substrate. This can be very important in applications over concrete where cracking in the concrete could result in cracking in the tile. It is also very important in tile installations over structural slabs (not on grade) or other structures where vibration and deflection can be expected (as occurs in some exterior walls). Mortar beds also allow for the following: 1. Level out unevenness in the substrate 2. Create an ideal surface to which the tile can be bonded 3. Incorporate slope in the tile layer if needed (e.g. slope to a drain) 4. Reinforcement of the substrate (usually relevant in wood framing applications) 5. Allow radiant hydronic tubing to be installed 6. Protect metal, PVC, or CPE waterproof pans As bonded mortar beds do not float over the substrate, they do not offer protection from cracking or movement in the substrate. However, they do offer the same advantages listed above and in many cases can be safely installed in a thinner layer than a floating mortar bed. [Note: Anti-fracture membranes used in thinset or bonded mortar bed applications can also protect the tile layer from most kinds of cracks in the substrate.] What are the advantages of thinset installations? Thinset applications are less expensive and typically faster to install http://www.tileusa.com/thinset-mortar—faq.htm 7/25/2011 T''NA - Technical Services: FAQ Page 3 of 4 than mortar bed applications. However, as the tile is bonded directly to the substrate, any variation or movement in the substrate can affect the tile. Also, there are many types of polymer-modified thinsets on the market allowing the specifier the opportunity to match the thinset properties with the project requirements. In many mortar bed installations, the mortar bed will be allowed to cure and then polymer-modified thinset will be used to bond the tile. What is latex-modified thinset? Thinset cement, to which polymers have been added, is commonly called latex-Portland cement mortar. In fact, this term is a bit of a misnomer. The original polymers used to modify thinset were based on latex and the term originates from their use. Today, there are over 10,000 polymers considered by cement chemists when formulating their products. Polymers such as EVA, PVA, SBR, and others are all commonly used in the industry. Many of these polymers are acrylics and not latex chemicals. The use of these polymers allows specific properties to be imparted to the cement- commonly, freeze/thaw resistance, improved flexibility, and improved adhesion. There are also polymers used to make the cement waterproof or sufficiently elastic so that it acts like an anti-fracture membrane. The American National Standards Institute (ANSI) set minimum performance levels for latex-Portland cement mortars in the A118.4 J f and the A118.11 specifications. What is the desired compressive strength for a mortar bed? A There has been quite a bit of debate regarding this subject in the the industry. Originally, mortar beds were intended as a leveling and load dispersing layer over a subfloor that met the standard L/360 criteria. As such, compressive strengths could be very low (less than 1000 lbs. and high sand to cement mixes were commonplace. Also, this method allowed the floor to packed relatively quickly with short curing times. Over the years, grout and mortar manufacturers have developed richer mixes with greater compressive strengths. Typically, these mixes also require more liquid to develop their maximum strength. In some applications, these stronger mixes are used over insulation and provide structural rigidity. I However, longer curing times and mortar bed curling (from uneven drying) have also resulted. The debate in the industry stems from differing opinions on whether the greater compressive strength is desirable over slab on grade construction or whether it provides no benefit (and could be detrimental due to longer cure times, increased shrinkage, and the possibility of curling). http://www.tileusa.com/thinset-mortar—faq.htm 7/25/2011 'T"NA- Technical Services: FAQ Page 4 of 4 There is also debate regarding the merits of greater compressive strength when using mortar beds over various suspended slab systems. What is a cleavage membrane or slip sheet? These terms are synonymous and refer to the sheet used between the mortar bed and the substrate. This sheet prevents the mortar bed from bonding to the substrate and allows it to "slip" if there should be movement in the substrate. Page 30 of the 1999 ANSI A108 standard lists many types of slip-sheets. If your question is still unresolved, you have several choices to explore other means of technical support. Situation May Require an On-Site Inspection to resolve the problem. Installation May Require Sample Testing Link to Manufacturers' Technical Support Questions Regarding Handbook Guidelines or American National Standards back to the top rofile I ceramic the education foundation I membership/member directory testing services I tcna publications I event calendar standards development I trade news related links technical questions I contact us I home I I http://www.tileusa.coin/thinset-mortar—faq.htm 7/25/2011 ' > Tile Mastic - Learn About Tile Mastic and Get Tips Page 1 of 1 - ,' �'✓ ,: REPLAY ,j o. . . find yourpesrfectcntor» AbM .00fY1. Home Renovations Share Print What About Tile Mastic?Your Questions Answered Free Home Renovations Newsletter! ' By Lee Wallender,Abou[,com Guide i Enter email address I Sign Up Discuss in my forum Question:What About Tile Mastic?Your Questions Answered Lots of DIY home remodelers have basic questions about tile mastic,how it is used,and how it relates to thinset mortar.Let's answer some of those burning questions. Answer: Q:What is tile mastic? Tile mastic is a substance that adheres tiles to walls and floors. Q:Can tile mastic be used in wet applications? (d/�4-dam Not necessarily.The debate rages about this issue.Tile mastic is not known for its high resistance to moisture`.Some tilers claim that tile mastic is fine in wet areas,as long as the grout is properly sealed--and kept sealed.Other tilers say that tile mastic should be kept in dry areas. AcrylPro tile mastic's instructions say that the product can be used in"Interior wet areas with intermittent water exposure such as,tub surrounds and shower walls."The word"intermittent"is important.In other words,it is not for shower floor pans or tubs. Q:What is the difference between tile mastic and thinset mortar? Chiefly in terms of composition.Thinset is a mortar,an organic substance made of portland cement,silica sand and moisture retaining agents.In fact, you can even buy sanded or non-sanded thinset mortar.Tile mastic is an adhesive; it is made of polymers. Q:Does it give off an odor? Yes,it usually does have an odor.Thinset mortar has little odor. Q:What is the difference between tile mastic and thinset mortar in terms of installation and procedure? Tile mastic will have better adhesion properties for vertical surfaces.It has great"grab,"and this is Important on those walls,Another difference: sometimes when tiling you need to build up depressions a bit with your thinset mortar.This is impossible to do with the tile mastic because it is more syrupy and has no building capabilities. Related Searches Shower Floor Pans Silica Sand Debate Rages Vertical Surfaces Portland Cement Adhesion Properties s http://homerenovations.about.com/od/tiling/f/TileMastic.htm 7/25/2011 i„r (Ile FIG. K-1 Ceramic the test assembly plate I. e•f`a•—}`4—`a'"I a a p �� 00000 A O O O O 4 i MATERIAL—TEFLON,0.0625":.002"THICK HOLE DIAMETER=0.5625"=.005" ACTUAL COVERAGE=50%-5% FIG. K-2 Ceramic tile test assembly lower portion DIRECTION OF APPLICATION '\i OF LOAD p PENCIL GUIDE LINE FULL SCALE 0 0 0 � .Dx(Siv[ D[vOSi�S 0 0000 0 I 4 SPACER RODS �0 32 0 14.%2• TO BE POSITIONED AS 0 INDICATED. 4 G%4 C CERAMIC TEST TILE FIG. K-3 OVEN f' I � I 110 3 0• OPEN TIME — ADJUSTABILITY TOOL METRIC CONVERSION TABLE 3' 3' MAT'L - BRASS M,m B B FIGURES I THROUGH VI 3" 4 TAPPED HOLES FOR - inches MITI + + 16•-NF-24 r STUDS 1/8 3.2 Ij HANDLE SUITABLE HANDLE FOR 3/16 4.8 •—IN n�♦ FIRM GRIP 4- 6.NF•24 STUDS p -y 6.4 ,1. LONG 1/4 5/16 7.9 3/8 9.5 PLAN m T/2 12.7 ^im 1 25.4 3 4"X q�X S 2x PLATE 1-1/8 28.6 1/14 31.8 1-5/16 33.3 GRIND ENDS OF STUDS 1-1h 38.1 FLAT AND REMOVE BURRS 1-3/4 44.5 FIG. I OPEN TIME ADJUSTABILITY TOOL 2 50.8 2-1/8 51.1 3 76.2 3-3/4 95.3 3-15/16 100.0 4 101.6 4-Y2 114.3 4-3/4 120.6 5 127.0 5-Y2 139.7 i 1 WEIGHT,1BRASS-I'D 6•H 1 2 �-4'DROP 4° -20 -4 HOLES III / I STEEL ROD 1 3 ib•^� BALL JOINT -------------- ST4RpETT No.604 SCALES PLEXIGLASS I p O I I I I II o ;-G HEX SOCKET CAP SCREWS I II I II FIG. II TILE APPLICATION JIG II I II 1 I� TOP — —— F< �YA z/I � T I 2 3 4 2 J APPLICATION PATTERN FIG. III APPLICATION PATTERN FIG. IV SAG MEASURING JIG 111 C, " m�" I 6 T s z' e 02 '1'E - BRASS OR STAINLESS STEEL FIG. V T-BAR SPACER ,j • '.. "-I ,I ,1 �1 0 I HARDENED INSERT a Ir 2 ADJUSTABLE JAWS:2•TO I4• O 1• 92 S• FIG. VI SHEAR BOND TEST JIG I 112 'r ih p 'F -: a _ t >~ #" - ;•. ks 't,�`''- � 9 p.' + �'t, _15i t# �d-ti a- » Y MR�'��� F wps "r. III r - s American national standard specifications K-3 Classification for organic adhesives for installation of ceramic tile A136.1 — 1999 K-3.1 Type I-Organic adhesives for instal- lation of ceramic tile in interior areas. K-1 Purpose A. On walls and ceilings having— This standard is for the use of manu- 1. Commercial construction;dry or limited facturers of organic adhesives, tile producers, ar- water exposure requirements. chitects,installing mechanics,and testing laborato- ries in i i producing, specifying,ng, and testing organic adhesives for the installation of ceramic tile. It pro- 2. Light construction; dry or limited water vides a basis for promoting the quality of organic exposure requirements. adhesives to be used under appropriate installation procedures specified in the current ANSI A108.4. 3. Light construction;wet requirements K-2 Scope B. On floors and countertops having— K-2.1 It is recognized that there are varying 1. Residential construction requirements degrees of water resistance required in ceramic the installations.Applications involving continuous wa- ter immersion,chemical resistance,and similar con- K-3.2 Type II-Organic adhesives for instal- ditions may not be satisfied by products meeting lation of ceramic tile in interior areas on walls and this standard and therefore such applications should ceilings having Light construction;dry or limited wa- be referred to the manufacturer and considered upon ter exposure. an individual basis. K-3.3 All sections of ANSI A136.1 require- K-2.2 This standard covers organic adhe- ments pertain to both Type I and Type II specifica- sives for the installation of ceramic tile in interior tions with the exception of Section K-5.2.2.1 which areas requiring Type I and Type II water resistance pertains only to Type I. and specified minimum requirements and methods of test for stability in storage, shear strength at in- tervals of time and water soaking, shear strength K-4 Definitions under accelerated aging, heat resistance, impact, requirements for manufacturer's instructions for in- stallation, and labeling. K-4.1 Ceramic tile:for purposes of testing under this standard, shall be ceramic tile as de- scribed under K-6.2.1.1. K-2.3 The quality of ceramic tile adhesives is determined by both strength and durability.This standard promotes improved flexibility and aging K-4.2 Organic adhesive: For the purposes characteristics while maintaining more than ad- of this standard, shall be an adhesive in which or- equate bond strength. ganic material is used as the principal bonding com- ponent. K-2.4 The methods used to prepare test specimens for the various strength requirements of K-4.3 Commercial construction; dry or this standard result in a bonded area of 50 t5 per- limited water exposure walls: dairies, breweries, cent of the tile surface.This factor is considered in commercial kitchens, laundries, or other similar ar- evaluating the strength of adhesives tested under eas with like service requirements. this standard. K-4.4 Light construction; dry or limited K-2.5 This standard covers only organic ad- water exposure walls:residential kitchens and toi- hesives in single package units ready for use. let rooms,commercial dry area interiors and deco- 104 ration, or similar areas with like service require- K-5.2.3 Shear strength,room temperature, ments. after 28 days air drying: Not less than 50 psi (3.5 kg/cm2)when tested at a temperature of 73.4 t3.6°F K-4.5 Light construction; wet walls: tub (23 t2°C)in accordance with the method described in K-6.2.3.3. enclosures and showers or other similar areas with like service requirements. K-5.2.4 Shear strength after accelerated aging:Not less than 75 percent of the actual shear K-4.6 Residential construction floors: strength, conditioned, dry computed and reported residential floors. under K-5.2.1 when tested at a temperature of 73.4 t3.6°F (23 t2°C) in accordance with the method K-5 Requirements described in K-6.2.3.4 (e.g.if 100 psi (7.0 kg/cm2) average is obtained under K-5.2.1,an average of at least 75 psi(5.2 kg/cm2)must be obtained under K- K-5.1 Stability in storage: After 4 weeks 6.2.3.4). However, in no case shall the shear storage under accelerated conditions as specified strength after completion of the accelerated aging in K-6.1,the adhesive shall not change appreciably test be lower than 50 psi (3.5 kg/cm2). in volume or viscosity,shall not segregate in such a manner that it cannot be readily restored by hand- K-5.3 Heat resistance:Not less than 10 lbs. mixing with a paddle for not more than 10 minutes, (4.5 kg) per tile assembly when tested at 120 t2°F and shall have substantially the same working quali- (48.8 t1.1°C) in accordance with the method de- ties as another sample of recent manufacture, as scribed in K-6.2.3.5. obtained from the manufacturer at that time,strictly for the purpose of comparison. , K-5.4 Impact test: All tiles must remain K-5.2 Shear strength:When the adhesive bonded after impact when tested in accordance with .is tested in accordance with K-6.2, it shall comply the method described in K-6.2.3.6. with the following requirements of shear strength. K-5.5 Stain test:Staining shall not exceed K-5.2.1 Shear strength, conditioned, dry: 70 percent penetration of the thickness of the tile Not less than 50 psi (3.5 kg/cm2) when tested at a when tested in accordance with the method de- temperature of 73.4 t6°F(23 t2°C)'in accordance scribed in K-6.3. with the method described in K-6.2.3.1. K-5.6 Resistance to mold growth:Tile ad- "NOTE —This standard atmospheric temperature hesive shall not support mold growth when tested is specified by ASTM Committee D-14 on adhesives. in accordance with the method described in K-6.4. K-5.2.2 Shear strength, conditioned, after K-6 Sampling and testing water immersion: procedures K-5.2.2.1 TYPE I -Not less than 50 psi(3.5 kg/ K-6.1 Stability in storage:Two containers cm2) when tested at a temperature of 73.4 t3.6°F of at least 1-gallon each of the bonding adhesive, (23 f2°C) immediately after immersion in water for obtained at the same time and having the same lot seven (7) days in accordance with the method de- or batch number, shall be tested as follows: scribed in K-6.2.3.2. The two, 1-gallon containers shall be stirred until K-5.2.2.2 TYPE 11-Not less than 20 psi(1.9 kg/ homogeneous and quickly repacked into eight, 1- cm2) when tested at a temperature of 73.4 t3.6°F quart,triple-tight cans to avoid loss of volatiles.Four (23 t2°C)twenty(20)hours after final immersion in quarts shall be stored for a four week period—two water of the last cycle in accordance with the method weeks at a temperature of 120 t2°F(48.8 t1.1°C), described in K-6.2.3.2. and two weeks at a temperature of 35 t2°F (1.7 t1.1°C). Any significant evidence of change in vol- ume or viscosity shall be observed. 105 i At the end of the last storage period, after the con- K-6.2.1.6 Storage prior to test: All materials tainers have attained room temperature, if there is mentioned herein for the purpose of conducting the any evidence of separation, the bonding adhesive following tests, shall be stored at a temperature of shall be hand-mixed with a paddle for not longer 73.4 t3.6°F (23 t2°C) and a relative humidity of than 10 minutes.The bonding adhesive, in the con- 50 t5 percent for a minimum of 24 hours prior to tainers inspected at the end of the four week period test. after mixing, shall be compared with a sample of recent manufacture. K-6.2.2 Preparation of bonded tile The remaining four quarts shall be used as in K-6.2 assemblies through K-6.4. K-6.2.2.1 Bonded tile assemblies for all tests K-6.2 Shear strength specified shall be prepared as follows: All bonded tile assemblies shall be made at a tem- K-6.2.1 Materials: Materials used for testing perature of 73.4 t3.6°F (23 t2°C), 50 t5 percent methods specified herein shall be as follows: relative humidity,free of drafts or direct sunlight.The porous, unglazed back of each tile shall be wiped K-6.2.1.1 The ceramic tiles shall be glazed wall or brushed to remove any loose particles. tile, 4-'/4 x 4-1/4 inches (108 x 108 mm) having a nominal thickness of 5/16 inch (8 mm), water ab- With a T-square,or carpenter square,draw a pencil sorption of 13-15 percent according to ASTM C373. line on the porous side of the tile '/4-inch (6 mm) in from the tile edge and perpendicular to the back In order to obtain comparable test results, the tile pattern ribs.See Figure K-2.(This line will serve as selected shall be standard grade,of one glaze color, a guide in the overlapping of tile, as explained be- obtained from one manufacturer. low.) K-6.2.1.2 The bonding material shall be the The template is placed over the porous side of a commercial product transferred into 1-quart cans, test tile.Sufficient adhesive is troweled across the as outlined under K-6.1. Lids shall be kept tightly template and screeded clean so as to neatly and closed at all times when not in use. completely fill the holes in the template.The tem- plate is then carefully removed vertically. K-6.2.1.3 The template used in applying the Spacer rods are then inserted diagonally in each of bonding adhesive shall be made of the four corners of the tile, 1 inch into the specimen polytetrafluoroethylene'of.0625 t0.002 inch(1.59 to provide easy removal.See Figure K-2. mm ±50 microns) thickness and shall conform to the exact measurements as shown in Figure K-1. Exactly 2 minutes after the adhesive has been ap- 'Such as`Teflon", a product of Dupont. plied, the porous side of an uncoated tile shall be brought into contact with the coated tile with the back pattern ribs parallel and the tiles offset by ex- K-6.2.1.4 The oven used throughout this speci- actly 1/4-inch (6 mm), using the previously scribed fication shall be a mechanical convection type such pencil line as a guide,so that the edges of the tiles as the Thelco Model 18,or equivalent provided with exactly parallel and a total overlap area of 17 square lattice-type shelves.The heating element shall be inches(109.8 cm2) is obtained. external to the oven chamber with air circulation de- pendent upon the movement of warm air provided Having placed the bonded tile assembly on a level by a turbo blower and directed and circulated through surface, the assembly shall then be immediately diffuser.See Figure K-3. subjected to a total load of 15 lbs.(6.8 kg) (e.g.a 1 quart can filled with #3 lead shot), for a period of K-6.2.1.5 Spacers:Spacer rods shall be made exactly 3 minutes. After exactly 1 hour remove from straight high-carbon steel drill rod.They shall spacer rods carefully. have a diameter of 1/32 inch(0.8 mm)and shall be 2 inches in length. 106 Tiles bonded in this manner are considered bonded 6.2.2 shall be immersed in distilled or deionized wa- tile assemblies. ter at 73.4 t3.6°F(23 t2°C)for a period of 7 days. Assemblies shall then be removed, wiped with a K-6.2.2.2 Drying:After the bonded the assem- cloth and, within 2 minutes, tested in shear to fail- y g ure in accordance with the method described in K- blies have been prepared,they shall be stored at a 6.2.3.1. Shear strength shall be calculated in ac- temperature of 73.4 t3.6°F (23 t2°C) and a rela- cordance with the method described in K-6.2.4. tive humidity of 50 t5 percent for a period of 72 hours.After the drying period is complete, any ex- cess adhesive shall be removed from the assem- Shear strength wet,Type II: Five bonded tile as- blies.They shall also be checked to assure correct semblies prepared,dried,and conditioned in accor- parallelism.Any assemblies found to be not parallel dance with the method outlined in K-6.2.2 shall be shall not be used for these tests. immersed in distilled or deionized water at 73.4 t3.6°F(23 t2°C)for a period of 4 hours. As- sembliestile assem- shall be removed and wiped with a cloth. blies:When specified in subsequent test methods Allow the assemblies to recover fora period of 20 hours at 73.4 t3.6 F(23 t2 C),50 t5 percent rela- the term"conditioned"shall refer to tile assemblies tive humidity. Repeat for a total of 4 cycles. After which have been prepared according to this proce- fourth cycle, assemblies are to be tested in shear dure.Immediately following drying,the assemblies to failure in accordance with K-6.2.3.1. Shear shall be aged in a horizontal position for 21 days in strength shall be calculated in accordance with the an air circulating oven,as described in K-6.2.1.4,at method described in K-6.2.4. 120 t2°F.Tile assemblies shall be placed in the oven such that a minimum of 1 inch is allowed between each assembly in all directions. K-6.2.3.3 Shear strength 28 days:Five bonded tile assemblies shall be prepared in accordance with Remove assemblies after 21 days and further con- the method described in K-6.2.2.1 and shall be aged for a period of 28 days at a temperature of 73.4 dition for a period of 24 hours at a temperature of t3.6(F (23 t2(C) and a relative humidity of 50 (5 73.4 t3.6°F (23 t2°C) and a relative humidity of percent. The assemblies shall then be tested in 50 t5 percent immediately prior to testing. shear to failure in accordance with the method de- scribed in K-6.2.3.1. Shear strength shall be calcu- K-6.2.3 Procedure lated in accordance with the method described in K-6.2.4. K-6.2.3.1 Shear strength at room tempera- K-6.2.3.4 Accelerated aging: Five bonded tile ture: Five bonded tile assemblies prepared, dried g g' assemblies shall be prepared in accordance with and conditioned in accordance with K-6.2.2 shall the method described in K-6.2.2.1 and shall be dried be tested in a vertical position by compression load- ing at a rate of 0.50 inch (13 mm) per minute so according to K-6.2.2.2. that the adhesive is stressed in shear to failure.Jigs, fixtures,or devices*must be employed to exert the At the end of this period, the assemblies shall be compression load directly parallel and in line with immediately transferred to an air circulating oven at the layer of adhesive in the test assembly.Failure of 140 t2°F (60 t1.1°C)for a period of 28 days. the material shall occur when the bond breaks sud- denly, or when the stress causing deformation of the adhesive has reached a maximum value. If a At the end of the 28 day period of accelerated ag- tile breaks, the stress producing this failure shall ing,the assemblies shall be further conditioned for not be used in computing the shear strength of the a period of 24 hours at a temperature of 73.4 t3.6°F bonding material.Shear strength shall be calculated (23 t2°C)and a relative humidity of 50 t5 percent. in accordance with the method described in K-6.2.4. The assemblies shall then be tested in shear to fail- ure in accordance with the method outlined in K- 6.2.3.1. *Tinius Olsen, Dillon or equivalent machines have been found to be satisfactory for these purposes. K-6.2.3.2 Shear strength wet,Type I: Five bonded tile assemblies prepared,dried,and condi- tioned in accordance with the method outlined in K- 107 K-6.2.3.5 Heat Resistance:Two bonded tile as- Support the impact assembly on a square frame of semblies prepared,dried,and conditioned in accor- 2 x 4's(40 x 90 mm),the inside dimensions of which dance with K-6.2.2 shall be suspended vertically in are 10 x 10 inch(254 x 254 mm),so that the edges an air-circulating oven at 120 t2°F (48.8 t1.1°C). of the tiles will be 3/4 inch (19 mm)from the frame The top tile shall be held in a mechanical clamp to on all sides. ensure vertical alignment.A load of 10 lbs.(4.5 kg) shall be suspended from the bottom tile and allowed to hang freely. (This load shall be applied by run- A 2-lb.(0.9 kg)steel ball,with a screw eye attached ning a steel wire over the top edge of the bottom tile shall be supported by a thin cord, or string, and and hanging a 5 lb. (2.3 kg)weight from each end secured to a laboratory ring stand,or other suitable of the wire.) holding device.The ball shall be suspended above the center of the test panel so that the distance between the bottom of the ball and the surface of The bonded tile assembly shall maintain a 10 lb. the steel plate is exactly 48 inches(1.2 m).The string (4.5 kg) static load in shear without failure for 24 will then be burned to enable the ball to fall free. hours. Any other suitable method which produces a 48 inch vertical free fall of the 2-lb.steel ball may be substi- K-6.2.3.E Impact test: Prepare two impact test tuted for the above. .assemblies as follows: This impact test is performed only once to each Using a good contact bond cement, laminate the panel. reverse or backside of a 3/8 x 12 x 12 inch (10 x 305 x 305 mm) piece of gypsum wallboard (com- K-6.2.4 Calculation of shear strength plying with ASTM C36)to a 1/8 x 12 x 12 inch (3 x 305 x 305 mm) steel plate. In calculating shear strength, the load at failure of each of the five assemblies subjected to a test shall Rule the face side of the gypsum wallboard into four be recorded and the average of the five values cal- adjacent 4-1/a x 4-1/4-inch (108 x 108 mm) square culated for determining the shear strength in pounds areas laid out in a square geometrically centered q 9 Y per square inch of bonded area. Divide the aver- so that the edges of the square are parallel to the age of the five values by 8.5 square inches (54.8 edges of the wallboard.Apply the adhesive under cm2).The average actual bonded area produced by test to the back of four individual tiles in accordance the template method of assembly is 8.5 square with K-6.2.2.1. Immediately place the coated tiles inches (54.8 cm2). Any individual value which var- in the pattern laid out on the gypsum wallboard with- ies from the average by more than 15 percent, plus out the use of spacer rods, making sure tiles are or minus,shall be discarded and not used for deter- butted to each other. mining the shear strength. If less than 3 values re- - main for averaging,the test shall be rerun using ten Place a 3/4 x 12 x 12 inch (19 x 305 x 305 mm) bonded tile assemblies.The average of these 10 plywood board on the four tiles and then place a 15 the values shall be taken as the shear strength and lb.(6.8 kg.)total load on the center of the plywood none shall be discarded. for a total period of 3 minutes. K-6.3 Stain test:Apply adhesive to the back Condition the assembly at a temperature of 73.4 of four test tiles so that a continuous film 1/8 inch(3 t3.6°F (23 t2°C) and a relative humidity of 50 t5 mm)thick covers the entire back of the tiles.Cover percent for 72 hours.At the end of this period, re- the adhesive with a 5 x 5 inch(127 x 127 mm)piece move excess adhesive from edges of tile and then of aluminum foil, folding excess foil over the edges place the assemblies in an air-circulating oven at of each tile so that solvent penetration is directed 120 t2°F (48 t1.1°C) for an additional 72 hours. into the tile.Allow test specimens to be conditioned The assembly shall then be further conditioned at at a temperature of 73.4 t3.6°F (23 t2°C) and a 140 t2°F(60 t1.1°C)for a period of 28 days.At the relative humidity of 50 t5 percent for a 7 days in a end of this period remove the assembly from the vertical position to simulate an actual wall applica- oven and further condition it at a temperature of tion. 73.4 t3.6°F(23 t2°C)and a relative humidity of 50 t5 percent for a period of 24 hours. At the end of the 7 day period,crack the tile through the center by striking with a blunt instrument on the 108 face of the tile.The depth of adhesive stain pen- Type of adhesive shall be specified prominently on etration into the tile is made visible by exposing the label to indicate it meets or surpasses requirements broken tile edge to a"black light,"such as a GE 20 of ANSI A.136.1 TYPE I or TYPE II, for interiors watt 24 inch black light tube F 20 T 12/131_I3 . . .or only. other lamp of equal spectral characteristics.For vi- sual comparison, repeat the examination using an uncoated test tile. Instructions for storage,including any provisions for freezable type materials. The maximum depth of stain for each tile shall be expressed as a percentage of the tile thickness.The Instructions for practical handling on the job in ref- maximum penetration for test tiles shall be reported. erence to surface skinning time. K-6.4 Test for mold growth:The organism Types of tools to be used, and approximate cover- used for this test shall be Aspergillus Niger.The stock age. cultures shall be kept for not more than 4 months in a refrigerator at approximately 37.4-50°F(3-10°C). Solvent and methods of cleaning the tools and work. The culture medium shall be potato dextrose agar from Difco Products, Inc.; Detroit, Michigan or its equivalent. If solvents are suggested for thinning or cleaning tools or work, the necessary precautions shall be stated on the label to eliminate any hazard from Dissolve 39 grams of the agar in 1 liter of water, their use. using heat.Autoclave the medium and two 1 inch (25 mm)square pieces of tile at 15 psi(1.1 kg/cm2) for 15 minutes.Cover the unglazed side of one piece K-7.2 Storage:The manufacturer shall cer- of sterile tile with an 1/8 inch (3 mm) layer of adhe- tify that the adhesive will meet the requirements of sive. Place the coated tile with the adhesive side this specification for a minimum period of not less up in a sterile petri dish and pour sterile agar into than one year of storage in accordance with the the dish until the surface of the agar is level with the manufacturer's instructions. edge of the adhesive. Inoculate with the organism. K-8 Toxicity and flammability For control purposes,one petri dish containing only the agar medium and the other piece of tile shall be inoculated with the test organism to determine the K-8.1 Labels:The labels on the containers viability of the inoculum. shall state plainly:tendencies of the material to be toxic or irritating to the workman under normal ap- plication conditions; tendencies toward flammabil- Place the petri dishes in an incubator at 82.4-86°F ity;and shall set forth precautions to be observed (28-30°C)and at a relative humidity of 85 to 95 per- for protection of the workman. cent.After 14 days of incubation,examine to ascer- tain whether the adhesive supports mold growth. (At the end of the inoculation period the control shall End of ANSI A136.1-1999 be well covered with a mold growth.) K-7 Manufacturer's instructions K-7.1 Application: The container shall be clearly labeled.The necessary directions for appli- cation and the general instructions shown below shall appear on the container. Use installation procedures set forth in ANSI A108.4. 109 American national standard specifications "Installation and workmanship of ceramic tile with for EGP (Exterior glue plywood) latex- EGP latex-portland cement mortar shall comply with portland cement mortar A118.11 — 1999 the applicable requirements of American national standard specifications for installation of ceramic tile with EGP latex-portland cement mortar, A108.12-1999 and manufacturer's installation direc- Foreword tions" Explanation and Notes End of Foreword — Explanation and This foreword is not a part of American national stan- Notes dard specifications for EGP(Exterior glue plywood) latex-portland cement mortar A118.11. p-1 Scope PN-1 Introduction This specification describes the test methods and the minimum requirements for EGP latex-portland PN-1.1 Latex/polymer additives for use in dry- cement mortar. set portland cement tile-setting mortars are de- signed to improve adhesion, reduce water absorp- tion, and provide greater bond strength and resis- NOTE—A latex supplied separately can meet the tance to shock and impact. These additives allow requirement of this specification only in combina- some latitude in working time, working conditions, tion with a particular brand of prepackaged dry and temperatures. mortar mix specified by the latex manufacturer or supplied by the latex manufacturer. A latex alone or intended for combination with job mixed cement PN-1.2 Liquid latex additives are water emul- and sand is not eligible for compliance with this sions which are added to dry-set portland cement specification. mortars in place of water or replacing part of the water. The dry components—portland cement,dry additives, graded sand—must be preblended and P-1.1 Standards must be specified by the latex manufacturer for use with the particular latex additive. The American national standard specifications for latex-portland cement mortar A118.4 shall be part PN-1.3 Polymers in a powder form are nor- of Al18.11. The test methods and the minimum mally supplied as an integral portion of a latex-port- requirements for latex-portland cement mortars as land cement mortar formulation. These mortars are described in A118.4, subject to the modifications usually mixed with water only. contained in this specification,shall be complied with for materials to meet the American National Stan- dard Specification for EGP(Exterior glue plywood) PN-1.4 EGP latex-portland cement mortars latex-portland cement mortar A118.11. may be supplied in liquid latex or powder form but must be specifically designed for bonding to exte- rior glue plywood in interior dry or limited water ex- P-2 Definitions posure areas only. P-2.1 EGP(Exterior glue plywood)latex- PN-2 Installation specifications portland cement mortar: A modified portland ce- ment dry-set mortar to which a polymer has been incorporated in latex form or in a powder form for The ceramic tile section of the project specification the bonding of ceramic tile to exterior glue plywood should contain the following: in interior dry or limited water exposure areas only. When added in latex form it is added as a replace- "EGP latex-portland cement mortar shall comply ment for part or all of the gauging water in accor- with the requirements of American national stan- dance with the manufacturer's instructions. dard specifications for EGP(Exterior glue plywood) latex-portland cement mortar, A118.11-1999" .101'' a P-2.2 Ceramic tile: Ceramic tile referred P-4 Shear strength to quarry tile to in this standard are as defined in ANSI A118.4; Section F-2.2. P-4.1 Preparation of specimens: In addi- tion to the testing required in ANSI A118.4;Section P-2.3 Plywood: Nominal 23/32 inch F-5.3, prepare an additional 600 grams of mortar Underlayment with exterior glue (Exposure 1), or as specified in Section F-5.3.1. Assemble 12 shear C-C Plugged (Exterior) or better Group 1 Douglas specimens from 12 pieces of Type D the and 12 fir, with at least one "C-Plugged"side, conforming pieces of Type P plywood. The 12 specimens of to provisions of Voluntary Product Standard PS 1, Type D the to Type P plywood shall be assembled construction and industrial plywood. Each panel of with a 1/8 inch (3mm) mortar layer by bonding one Underlayment shall be identified with the trademark piece of tile and one piece of plywood together for of an approved testing agency. Plywood for tests in each specimen. The 1/8 inch mortar bonding layer this standard include the following: shall be established by placing 1/8 inch thick T bar spacers(Figure V)on two parallel edges of the ply- Designation Description wood piece;be sure to rub all mortar off the under side of the spacers by sliding them back and forth along the edge. The tile piece shall be placed on P Cut underlayment (plywood) to top of the mortar and squeezed until a 1/8 inch thick- form pieces 4 x 4 x 23/32 inch(102 ness of mortar is obtained. The tile shall then be x 102 x 19 mm). The bonding sur- slid back and forth along the stainless steel spac- faces shall be on the"C-Plugged" ers to ensure proper thickness of the mortar. The side with no visible flaws. The tile shall then be slid to ensure 1/8 inch (3mm)off- shear specimens shall be as- set. Care shall be taken in removing the stainless sembled so that the shear force is steel spacers so as not to cant or slide the tile in perpendicular to the direction of the relation to the plywood or to alter the offset distance. face grain of the plywood. Specimens shall not be individually handled for 24 hours and should be treated with care until broken. Cure all specimens for seven days at 70-77OF(21- P-3 Sampling and testing 250C), 45-55 percent relative humidity and further procedures cure or treat as directed in P-4.1.1 through P-4.1.3. Use measured area of bond or assume an area of 14.4 square inches (93 cm2) in calculating the P-3.1 Sampling and testing procedures shall strength value in psi. be in accordance with ANSI A118.4; sections F-3 through F-6. The following modifications and addi- tions to the test in A118.4 shall be complied with. P-4.1.1 7-day shear strength of Type D the To Type P plywood: After 7 days of dry cure, re- move 4 specimens assembled as directed in P-4.1 P-3.1.1 Assemble only 16 shear specimens and individually test as in P-4.3 with compression instead of the 20 shear specimens required in F- loading at a rate of 2400 pounds (1088.6 kg) per 5.2.1. minute so that the mortar is stressed in shear to failure. Record these values as the 7-day shear P-3.1.2 Eliminate Section F-5.2.6 —4-week strength of Type D the to Type P plywood. Freeze-Thaw shear strength. Requirement: Average shear strength greater than P-3.1.3 Assemble only 12 shear specimens 100 psi (7 kg/cm2). instead of the 16 shear specimens required in F- 5.3.1. P-4.1.2 4-week shear strength of Type D the To Type P plywood: Dry cure 4 specimens pre- P-3.1.4 Eliminate section F-5.3.5 — 4-week pared in P-4.1 for 4 weeks. Test in shear as speci- Freeze-Thaw shear strength. fied in P-4.1.1 and record the values as 4-week shear strength. Requirement: Average shear strength greater that 150 psi (10.5 kg/cm2) or destruction of plywood above 150 psi (10.5 kg/cm2). 102 f P-4.1.3 12-week shear strength of Type D P-5.1.1 Instructions for storage: Instruc- tile To Type P plywood: Dry cure 4 specimens tions for proper storage of the latex and/or the pow- prepared in P-4.1 for 12 weeks. Test in shear as der shall be given, including any cautions against specified in P-4.1.1 and record the values as 12- damage by freezing that are necessary. week shear strength. P-5.1.2 Use: Instructions for proper use in- Requirement: Average shear strength greater than cluding types of tile, recommended tools, and pro- 150 psi (10.5 kg/cm2) or destruction of plywood cedures for application shall be given. above 150 psi (10.5 kg/cm2). P-5.1.3 Shelf Life: Each container of latex P-4.2 Shear strength of fast-setting EGP and/or powder shall be labeled with date of manu- (Exterior glue plywood) mortars: In addition to facture and the age after which the latex and/or the testing required in ANSI A118.4;Section F-5.5, powder cannot be safely used. also assemble 12 specimens of Type D the to Type P plywood as stated in P-4.1. Dry cure specimens at 70-77OF(21-250C),45-55 percent relative humid- End of ANSI.A118.11 —1999 ity. P-4.2.1 4 -hour shear strength of Type D tile To Type P plywood: After 4 hours dry cure, remove 6 specimens assembled as directed in P- 4.2 and individually test as in P-4.1.1 and record the values as 4-hour shear strength. Requirements: Average shear strength greater than 50 psi (3.5 kg/cm2). P-4.2.2 24-hour shear strength of Type D the to Type P plywood: After 24 hours dry cure, re- move 6 specimens assembled as directed in P-4.2 and individually test as in P-4.1.1 and record the values as 24 hour shear strength. Requirements: Average shear strength greater than 100 psi (7 kg/cm2). P-4.3 Support for shear specimens: Sup- port all shear bond specimens in the shear bond test jig (Figure VI). Be sure to place the tile whose edge is to be loaded against the non-movable sup- port. P-5 Packaging labeling P-5.1 Application: The container shall be clearly labeled. The necessary directions for appli- cation including identification of acceptable pre- packaged dry mortar to be used and the general instructions required below shall appear on the con- tainer. 103 What's the difference between ANSI A118.1, A118.4 and A118.11 mortars? :: Architects ... Page 1 of 2 Home> Support>Frequently Asked Questions(FAQs)>Setting> What's the difference between ANSI A118.1,A118.4 and A118.11 mortars? CUSTOM: BUILDING PRODUCTS. A:RCMITiECTS I SPECIFICATION WRITERS - --------- � sEnRc�I -:P ItPN _T'1II51� PiR.d6 � ' •:�5'P�NU�. PRODUCT CATALOG. Subscribe What's the difference between ANSI Al 18.1,'A118.4 and RESOURCE LIRRARv To receive the A 118.11 mortars? latest Custom SUPPORT Building Products ANSI(American Standard Specifications for the Installation of Q Frequently Asked Ceramic Tile)is an organization that sets-up performance news, Questions(FAQs) developments, standards for mortars designed to set ceramic tile. A mortar technical updates Surface Preparation meeting Al 18.1 is an unmodified,dryset mortar that doesn't ' Setting innovative contain a polymer.Unmodified mortars are adequate for basic Grouting solutions,and the jobs such as a residential floor over concrete or a wall tile job Care&Maintenance unique projects. General Questions when setting ceramic tile. For more demanding installations a GROUT us polymer-modified mortar is required. Polymer-modified mortars Sign Up Today! meet�ANSI A118.4 standards. You can use a mortar that is FIND A REP already polymer-modified(latex is in the powder)or an unmodified mortar and a liquid latex additive that is used in INHERE TO BUY place of the water requirement.(.Installations requiring a polymer- MATERIAL modified mortar are when setting porcelain tile or large tile over CALCULATORQ2"x 12",in wet areas,high traffic areas,exterior installations, j View Grout ,commercial installations,surfaces that could be subject to minor Colors CONTACT US movement, installing tile over vinyl flooring,plastic laminates or other hard to bond surfaces or setting tile over a waterproof 'ArchBta�ta sncl ; ,- membrane. Installing tile directly over exterior grade plywood ^,"° Spe�lYle6t`ian bYritera prrreosdNuna! requires a mortar with special bonding capabilities, so these Contractors° ,; installations require a mortar that meets Al 18.11 standards. ` [)IatrlUutare. en4006lmrs a tom' Igo It.Y'puraaltar�' ._.....,....:........._�.... .. _..._..—.. . -.-. ...». 1= — « Setting ARCAT SpecWizardTM Create a CSI- formatted spec instantly. Flip Through Arch Design Guide http://www.custombuildingproducts.com/Support/FAQ/Set/ANSIMortarInfo.aspx?user--ar... 7/26/2011 American national standard specifications End of Foreword — Explanation and for load bearing, bonded, waterproof Notes membranes for thin-set ceramic tile and dimension stone installation A118.10 - M-1 Scope 1999 This specification describes the test methods and Foreword minimum requirements for load bearing, bonded, waterproof membranes for thin-set ceramic tile and Explanation and Notes dimension stone installation. This foreword is not a part of American national stan- M-2. Definitions dard specifications for load bearing,bonded,water- proof membranes for thin-set ceramic tile and di- mension stone installations A118.10—1999. M-2.1 Latex-portland cement mortar MN-1 Introduction A modified dry-set portland cement mortar for the bonding of ceramic tile to which a polymer has been incorporated in latex form or as a redispersable pow- MN-1.1 Waterproof membranes for thin-set der.When added in latex form it is added as a re- ceramic tile and dimension stone installations func- placement for part or all of the gauging water. tion as barriers to positive liquid water migration. Membranes covered by this specification are bonded to a variety of manufacturer approved substrates M-2.2 Ceramic tile: As defined in ANSI covered by ANSI specifications and in some cases A137.1 can be used as the adhesive for the ceramic tile and dimension stone as well. Others within the scope of this specification are allowed to cure and M-2.2.1 The tile for tests in this standard are are then used as the substrate for the application of to be dry and clean as obtained from manufacturer's ceramic tiles and dimension stone by traditional undamaged cartons. Water absorption of tile is de- methods and materials termined by ASTM C373. Tile for tests in this stan- dard include the following: MN-1.2 This standard applies to trowel ap- plied, liquid, and sheet membranes. Designation Description MN-1.3 These membranes provide the low- A "Glazed wall tile,4-'/4 x 4-'/4 inches est profile(elevation)of the tile installation incorpo- (108 x 108 mm), having a nominal rating a waterproof membrane. thickness of 5/16 inch(8 mm),wa- ter absorption of 13-15 percent. MN-1.4 Consult individual manufacturers for specific instructions, application, performance lev- X 4 x 4 x 5/16 inch (102 x 102 x 8 els,and limitations concerning their materials. Fol- mm) nominal unglazed paver tile low the individual manufacturer's written instructions with a water absorption of 0.0 to precisely. 0.5 percent. The smooth face is used as the bonding surface. MN-1.5 This standard was developed to pro- vide specifiers and installers with the minimum cri- teria necessary for a material to function as a bar- lected shall be standard grade, of one glaze color, rier to positive liquid-water migration in a load bear- obtained from one manufacturer. Bonding surface ing,bonded,thin-set installation of ceramic tile and must be cleaned of dust produced by cutting. Brush dimension stone. wet and flush with plain water. ' 97 . M-3. Sampling and testing M-4. Tests for material properties procedures M-4.1 Fungus and micro-organism Re- M-3.1 Sampling: Obtain a sufficient quan- sistance: Test for Mold Growth:The organism used tity of membrane,setting materials,and admixtures for this test shall be Aspergillus Niger. The stock for a minimum 100 square foot installation based cultures may be kept for not more than 4 months in on the manufacturer's recommended coverage. All a refrigerator at approximately 37.4 to 50OF (3 to materials shall be in the manufacturer's sealed pack- 100C). The culture medium shall be potato dex- aging and from commercial lots of recent manufac- trose agar from Difco Products, Inc.;Detroit, Michi- ture. gan-or its equivalent. M-3.1.1 Membrane sample preparation: Dissolve 39 grams of the agar in 1 liter of water, Prepare trowel applied, liquid, or sheet membrane using heat. Autoclave the medium and two 1 inch samples according to the manufacture's recom- (25mm)square pieces of Type A tile at 15psi(1.1 kg/ mended application procedures. For some tests, cm2)for 15 minutes. Apply a section of membrane an unbonded sample of membrane is required. In to the tile following the manufacturer's recommended these tests,liquid applied materials shall be applied installation procedures at the minimum required to a non-bondable material (such as polyethylene thickness. Place the coated tile with the membrane film orTeflon),cured according to the manufacturer's side up in a sterile petri dish and pour sterile agar instructions, peeled, and cut if necessary to obtain into the dish until the surface of the agar is level a suitable sample. with the edge of the membrane. Inoculate with the organism. M-3.2 Temperature: Unless otherwise stated in a particular test, all tests are to be run at For control purposes,one petri dish containing only room temperatures of 70-77°F(21-25°C)and a rela- the agar medium and the other piece of tile shall be tive humidity of 45-55 percent. inoculated with the test organism to determine the viability of the inoculum. Components (latex, mortar, tile, etc.) used in per- forming all tests should be stored at that tempera- Place the petri dishes in an incubator at 82.4-86.0 ture specified for each test for a minimum of 12 hours OF(28-30°C)and at a relative humidity of 85-95 per- prior to use. cent. After 14 days of incubation, examine to as- certain whether the membrane supports mold growth. (At the end of inoculation period, the con- M-3.3 Recording test values: In any of the trol shall demonstrate visible evidence of mold following tests requiring more than one specimen, growth.) record each individual test value and determine the mean of the multiple values for comparison with the test requirements. Requirement: The membrane shall not support mold growth. Values which do not reflect a normal distribution of shear strengths shall be discarded when they sat- M-4.2 Seam strength: By ASTM D751 at isfy the Dixon test for extreme values as follows: the test conditions specified in M-3.2. Seams in liquid applied membranes shall be prepared accord- If X2-Xi >_0.765,then the lowest value ing to the manufacturer's instructions for joining one Xa X1 shall be discarded day's work to that placed the previous day. If Xa X3 >_0.765,then the highest value Requirement: 8 pounds per inch width(16 lb/2 in) X4-X1 shall be discarded minimum. where X1,X2,X3,X4,are the observed values from M-4.3 Breaking strength: By ASTM D751; lowest to highest. Procedure B at the test conditions specified in M- 3.2.Liquid applied membrane sample thickness shall be the minimum specified by the manufacturer for a waterproofing application. Both transverse and lon- 98 gitudinal strengths shall be tested for materials hav- tar blocks molded in Section 5.1. Apply type X the ing a sheet structure. to the membrane, offset 1/4-inch, using the manufacturer's recommended adhesive system(s) Requirement: 170 psi minimum. and application rate including bonding material thick- ness after beat in of the tile. Use spacers, as de- scribed in applicable ANSI A118 and A136 sections M-4.4 Dimensional stability: Test in ac- for the bonding material to establish a consistent cordance with ASTM D1204 at temperature of thickness. Allow the bonded assemblies to cure for +1580F and -150F (±2°F variation). 7 days at 70-77OF (21-250C), 45-55 percent rela- tive humidity. Measure the bond area to the near- est 1/2 square inch. Requirement: 0.7%maximum length change(ex- pansion or shrinkage) M-5.3 7-day shear strength: Shear 4 speci- mens to failure immediately after the 7-day cure in M-4.5 Waterproofness: Test in accordance section 5.2 using the method described in ASTM with ASTM D4068; Annex A2: Hydrostatic Pres- C482; Section 9.8. sure Test, modified as follows: Requirement: Average shear strength greater than M-4.5.1 Specimens: Obtain three 3"0" 50 psi. specimens of membrane as described in M-3.1.1 of this document. M-5.4 7-day water immersion shear strength: Immerse 4 specimens prepared in M- M-4.5.2 Apparatus: As described in Section 5.2 in water immediately after the 7-day cure in M- A2.1 of ASTM D4068;Annex 2. 5.2. Shear the specimens to failure (per M-5.3) seven days after immersion. M-4.5.3 Procedure: Follow the procedure out- lined in Section A2.3 of ASTM D4068;Annex 2,how- Requirement: Average shear strength greater the ever, it is not necessary to make observation until 50 psi. the sample has been under hydrostatic pressure for 48 hours. M-5.5 4-week shear strength: Cure 4 specimens prepared in M-5.2 for an additional three M-4.5.4 Performance criteria: The specimen weeks at the temperature and relative humidity shall be left under hydrostatic pressure for 48 hours specified in M-5.2. Shear the specimens to failure and examined for evidence of moisture penetration. (per M-5.3). Requirement: Evidence of wetness on top of the Requirement: Average shear strength greater the material,or the formation of a droplet,are both con- 50 psi. sidered as visible water penetration and require re- jection of the material. M-5.6 12-week shear strength: Cure 4 specimens prepared in M-5.2 for an additional eleven M-5 Shear strength to ceramic tile weeks at the temperature and relative humidity and cement mortar specified in M-5.2. Shear the specimens to failure (per M-5.3). M-5.1 Preparation of mortar blocks: Pre- pare 20 mortar blocks as specified in ASTM C482; Requirement: Average shear strength greater the Section 9.1.2. Blocks may be used in testing after 50 psi. 25 additional days of storage at the conditions speck fied in M-3.2. M-5.7 100-day water immersion shear strength: Immerse 4 specimens prepared in M- M-5.2 Preparation of shear bond assem- 5.2 in water immediately after the 7 day cure in M- blies: Follow the manufacture's instructions and 5.2. Periodically check the water level to ensure apply the membrane to the entire face of the mor- that full immersion is maintained. Shear the speck 99 mens to failure (per M-5.3) 100 days after immer- sion. Requirement: Average shear strength greater the 50 psi. M-6 System performance NOTE: Due to the wide range of membranes, sub- strates, and tiles available, it is not possible to write a single test which is applicable to all materials. When performance data is required for a particular substrate and tile, the procedures in ASTM C-627 shall be followed. The membrane, bonding mate- rial, and grout shall be installed in accordance with the manufacturer's instructions. The manufacturer must disclose all of the components used in the test. End'of ANSI All 18.10 — 1999 100 American national standards for test tested from a commercial lot of recent manufacture methods and specifications for to conduct the tests described in this standard. cementitious backer units A118.9 — 1999 L-3.2 Test Environment: Unless otherwise specified for a particular test,the storage,prepara- Foreword tion,curing,and testing of all samples shall be done at 70 to 770F(21 to 25°C)and a relative humidity of Explanation and notes 45 to 55 percent. L-1 Scope L-3.3 Test values: Record test values for each specimen and compute the average of these values for comparison with the specification require- This specification describes the test methods and ments. the minimum requirements and values for cementitious backer units. L-4 Test for physical properties L-2 Definitions L-4.1 Physical property requirements: In accordance with Table 1. L-2.1 Cementitious backer unit(CBU)—A nailable/screwable backerboard or underlayment panel which is composed of stable portland cement, L-5 General requirements aggregates,and reinforcements that have a signifi- cant ability to remain unaffected by prolonged ex- Component elements of cementitious backer units posure to moisture. shall be of a type and grade that are capable of achieving the values stated in Table 1. L-3 Sampling and testing procedures L-5.1 Freeze-Thaw Cycling: Test as de- scribed in ASTM C666(Procedure B). L-3.1 Sampling: Obtain 5 samples of the particular cementitious backer unit brand to be End of ANSI All 18.9 — 1999 Table 1 Physical property requirements PROPERTY TEST METHOD MINIMUM AVERAGE VALUE 1)Shear Bond Strength(7 day cure)[CBU to ANSI A118.1 >50 psi(344 kPa) CBU—saturated] Dry-Set Portland cement Mortar ANSI At 18.4 >50 psi(344 kPa) Latex-Portland Cement Mortar ANSI A136.1 >50 psi(344 kPa) Organic Adhesive(Type 1) 2)Compression Indentation ASTM D2394 >1250 psi(8619 kPa) (Type of Substrate must be specified) <0.050 inches L<1.3 mm) 3)Facial Dimensions(length and width) ASTM C473 ±1/8 inch(3 mm) 4)Falling Ball Impact ASTM D1037 No damage to top or bottom surface at 12 inch (305 mm)drop 5)Fastener Holding(saturated) ASTM D1037(roofing nail: 0.121 inches(3 90 lbs.(400 N) mm)shank diameter x 0.375 inches(10 mm) .head diameter 6)Flame Spread/Smoke Developed Indices ASTM E84 10/10 7)Flexural Strength ASTM C947(test sample shall not be less than >750 psi (5171 kPa) (saturated) 4 inches wide x 12 inches long) 8)Linear Variation or Moisture Movement ASTM D1037 <0.07 percent (due to change in moisture content) 9) Bacteria Resistance ASTM G22 <1 10)Fungus Resistance ASTM C21 <1 11)Squareness ASTM C473 Square 12)Thickness ASTM C473 ±1/32 inch(0.75 mm) 96 I American national standard specifications to the 2-1/8 inch dimension. Tile for modified epoxy emulsion mortar/grout must be dry at time of use. Dry to All 18.8 — 1999 a constant weight in an oven at 302OF (150°C) followed by a 24- hour equilibrium period at 70-77OF (21-25°C) and 50 percent relative J-1 Scope humidity before use. This specification describes the test methods and C 2 x 2 x 1/4 inch (50 x 50 x 6 mm) the minimum requirements for modified epoxy emul- modular unglazed ceramic mosaic sion mortar/grout.The chemical and solvent resis- tile with a water absorption of 0 to tance of these mortars/grouts tends to be better 0.5 percent.Always use the tile face than for organic adhesives,on a par with latex-port- that is free of paper or glue as the land cement mortars, but not designed to meet the bonding surface[actual size is ap- requirements for ANSI A108.6 and ANSI A118.3. proximately 1-15/16 by 1-15/16 inches (50 by 50 mm)]. J-2 Definitions D 4x8x'/2 inch(102x204x12mm) nominal unglazed quarry tile with J-2.1 Modified epoxy emulsion water absorption not exceeding 5 mortars/grouts percent, cut into pieces approxi- mately 4 x 4 x'/z inch.The smooth face is used as the bonding sur- Essentially include emulsified epoxy resins and hard- face. eners,preblended portland cement,and silica sand. They are used as a tile setting mortar or grout.They can be cleaned from wall and floor surfaces using a J-3 Sampling and testing wet sponge prior to initial set. procedures NOTE—Not all manufacturers recommend that this J-3.1 Sample material be used for grouting. Obtain not less than one unopened, 1-gallon unit or J-2.2 Ceramic tile: As defined in ANSI larger of the brand to be tested from commercial lot All 37.1. of recent manufacture to conduct the tests described in this standard.When the weight ratio of parts is given, or can be accurately determined, the modi- J-2.2.1 All tile for testing in this standard are fied epoxy emulsion mortar grout may be mixed in to be dry and clean as obtained from manufacturer's small batches for the individual tests. undamaged cartons. Mortar contact is always on the unglazed face of glazed wall tile.Water absorp- tion of tile is determined by ASTM C373.Tile for J-3.2 Test environment test in this standard include the following: Unless otherwise stated in a particular test,all tests Designation Description are to be run at normal room temperatures of 70- 77°F(21-25°C)and a relative humidity of 45-55 per- A `Glazed wall tile,4-1/4 x 4-'/4 inches cent.Components(water, mortar,tile,etc.)used in (108 x 108 mm), having a nominal performing all tests shall be stored at the tempera- thickness of 5/16 inch (8 mm), ture specified for each test for a minimum of 12 hours water absorption of 13 to 15 per- prior to use. cent. J-3.3 Test value A-1 Same as A but cut to form pieces 4-1/4 x 2-1/8 inches (108 x54 mm) In any of the following tests requiring more than one with the back pattern ribs parallel sample or specimen, record each individual test 91 value and compute the average of these values for J-5.3 Final set comparison with the test requirement. By Gilmore Needles(ASTM C266)using mortar as J-4 Preparation of modified epoxy prepared in J-4.1. emulsion mortar/grout Requirement:Not less than 9 hours nor more than J-4.1 Mixing 16 hours. Thoroughly read and follow the manufacturer's di- J-5.4 Bond strength to quarry tile rections for mixing. Blend the parts supplied using a suitable hand tool or slow speed (200 rpm) ma- J-5.4.1 Equipment: Compression testing chine mixer, making sure any dry ingredients are machine, of the universal type, capable of loading thoroughly and uniformly wetted. from zero to 20,000 lbs. minimum (9075 kg) at a rate of 2,400 lbs.(1088.6 kg) per minute. J-5 Tests for application properties J-5.4.2 Procedure: Using 1/4-inch (6 mm) di- J-5.1 Water cleanability ameter and 2 inch (50 mm) long spacers or an ap- propriate jig, prepare 4 shear bond specimens by bonding two 4 x 4 x 1/2 inch (102 x 102 x 3 mm) Immediately after thoroughly mixing the batch, re- quarry tiles face to face with the sides overlapped move between 250 and 300 ml from the container so a bond area of approximately 15 sq. in. (96.8 and spread it evenly over the bottom of an 8±0.5 cm2) is obtained between each tile and the mixed inch(200±13 mm)diameter enameled or stainless material.Apply an excess of bonding epoxy mate- steel, flat-bottomed pan. Within one minute of 30 rial to one tile face, peaking the layer slightly at the minutes,40 minutes,and 50 minutes after mixing is center. Press the second tile face into the epoxy, complete, apply the material to the smooth face of material until the thickness of the epoxy is 1/4-inch a clean,dry quarry tile with a 6 inch(152 mm)wide (6 mm) as indicated by the jig or the two spacers putty knife.The material shall spread in a thin layer previously inserted between the tiles near and par- and stick to the tile.After scraping the material from allel to the ends of the specimen.Cure the four speci- the tile with the putty knife, use a clean cellulose mens for seven days at 70-77OF(21-25°C)and then sponge and water to clean the remaining material test in shear by applying load to overlapped edge at from the tile.Water cleanability is indicated when a rate of 2,400 lbs.(1088.6 kg)per minute until the the wet sponge removes the remaining epoxy,leav- specimen will not support the load.The specimen ing no lumps, color, or streaks.With some epoxies must be supported so that the bonded planes re- the cleaning water may turn milky during the first main vertical during testing using a support jig simi- stages of clean-up. lar to that shown in Figure E-1. Requirement:Not less than 40 minutes. Record the maximum load during each test and ex- press it in pounds per square inch over the actual bonded area measured to the nearest '/2 square J-5.2 Initial set inch.Compute the average of the four test results.lf tile failure occurs before bond failure, record that By Gilmore Needles(ASTM C266)using mortar as load and note it as"tile failure" prepared in J-4.1. Requirement:Average shear bond strength to quarry tile shall be greater than 300 psi(21 kg/cm2) Requirement:Not less than 3 hours nor more than 7 hours. J-5.5 Shear strength of mortars to glazed wall tile J-5.5.1 Preparation of specimens: Prepare 500 grams mortar as specified in J-4.1.Assemble 92 16 shear specimens from 32 pieces of Type A-1 J-5.5.5 12-week shear strength: Cure 4 tile,with a 3/32 inch(2.4 mm)mortar layer by bond- specimens prepared in J-5.5.1 for an additional ing two pieces of tile together for each specimen. eleven weeks at the temperature and relative hu- The 3/32 inch mortar bonding layer shall be estab- midity specified in J-5.5.1.Test in shear(per J-5.5.2) lished by placing 1/8 inch thick T bar spacers (Fig- and record the values as 12-week shear strength. ure V)on the smallest tile edge;be sure to rub all of the mortar off the underside of the spacers by slid- ing them back and forth along the edge.The top tile Requirement:Shear strength greater than 250 psi shall be placed with the cut edge opposite to that of (17.4 kg/cm2). the bottom tile's cut edge and squeezed until a 3/32 inch thickness of mortar is obtained.The specimen J-5.6 Shear strength of mortars to shall be constructed so that the cut edge will be impervious ceramic mosaic tile loaded.The tile shall then be slid back and forth along the stainless steel spacers to ensure proper thickness of the mortar.The tiles shall then be slid J-5.6.1 Preparation of specimens: Prepare to ensure a 1/8 inch (3 mm) offset. Care shall be 500 grams mortar as specified in J-4.1.Assemble taken in removing the stainless steel spacers so as 16 shear specimens from 32 type C tiles, with a 1/ not to cant or slide the tiles in relation to each other 8 inch (3 mm)mortar layer by bonding the two tiles or to alter the offset distance.Specimens shall not together for each specimen.The 1/8 inch mortar be individually handled for 24 hours and shall be bonding shall be established by placing 1/8 inch thick treated with care until broken. Cure all specimens T bar spacer(Figure V)on the tile edge;be sure to for seven days at 70-77OF (21-25°C), 45-55 per- rub all mortar off the underside of the spacers by cent relative humidity and further cure or treat as sliding them back and forth along the edge.The top directed in tests J-5.5.2 through J-5.5.5. Assume tile shall be placed on top of the mortar layer and an area of bond of 8.0 square inches (51.6 cm2) in squeezed until a 1/8-inch thickness of mortar is ob- calculating the strength value in psi. tained.The tile shall then be slid back and forth along the stainless steel spacer to ensure proper thick- J-5.5.2 7-day shear strength: Remove 4 ness of the mortar.The tile shall then be slid to en- specimens assembled as directed in J-5.5.1 and sure a 1/8 inch(3 mm)offset.Care shall be taken in individually test as in J-5.7 with compression load- removing the stainless steel spacer so as not to ing at a rate of 2400 pounds(1088.6 kg)per minute cant or slide the tiles in relation to each other or to so that the mortar is stressed in shear to failure. alter the offset distance. Specimens shall not be Record these values as the 7-day shear strength. individually handled for 24 hours and shall be treated with care until broken.Cure all specimens for 7 days at 70-77OF(21-250C),45-55 percent relative humid- Requirement:Shear strength greater than 200 psi ity and further cure or treat as directed in tests J- (14 kg/cm2). 5.6.2 through J-5.6.5. Assume an area of bond of 2.9 square inches (18.7 cm2) in calculating the J-5.5.3 7-day water immersion shear strength value in psi. strength:Immerse 4 specimens prepared in J-5.5.1 in water for seven days.Test in shear(per J-5.5.2) J-5.6.2 7-day shear strength:Remove speci- and record the values as 7-day water immersion mens assembled as directed in J-5.6.1 and indi- shear strength. vidually test as in J-5.7 with compression loading at a rate of 360 pounds(163.4 kg)per minute,so that Requirement:Shear strength greater than 150 psi the mortar is stressed to failure. Record these val- (10.5 kg/cm2). ues as the 7-day shear strength. J-5.5.4 4-week shear strength:Cure 4 speci- Requirement:Shear strength greater than 150 psi (10.5 kg/cm ). mens prepared in J-5.5.1 for an additional three weeks at the temperature and relative humidity specified in J-5.5.1.Test in shear(per J-5.5.2) and J-5.6.3 7-day water immersion shear record the values as 4-week shear strength. strength:Immerse 4 specimens prepared in J-5.6.1 in water for seven days.Test in shear(per J-5.6.2) Requirement:Shear strength greater than 250 psi and record values as 7-day water immersion shear (17.4 kg/cm2). strength. 93 Requirement:Shear strength greater than 100 psi J-5.10 Flexural strength (7.0 kg/cm2). J-5.10.1 As per ASTM C580, except that cast J-5.6.4 4-week shear strength: Cure 4 specimens shall cure in the molds for 72 hours and specimens prepared in J-5.6.1 for an additional three testing shall take place seven days after removal weeks at the temperature and relative humidity from the mold. No acid treatment is required. specified in J-5.6.1.Test in shear(per J-5.6.2)and record values as 4-week shear strength. Requirement:Modulus of rupture greater than 850 psi (60 kg/cm2). Modulus of elasticity not greater Requirement:Shear strength greater than 150 psi than 1.5 x 106 psi (1.1 x 105 kg/cm2). (10.5 kg/cm2). J-5.6.5 12-week shear strength: Cure 4 J-5.11 Deleted 1999. specimens prepared in J-5.6.1 for an additional eleven weeks at the temperature and relative hu- J-5.12 Water absorption midity specified in J-5.6.1.Test in shear(perJ-5.6.2) and record value as 12-week shear strength. J-5.12.1 Using freshly prepared mortar, pre- pared as specified in J-4.1, fill two 1 x 1 inch (25 x Requirement:Shear strength greater than 150 psi 25 mm)uncoated cylinder molds(sections of 1 inch (10.5 kg/cm2). diameter polyethylene tubing).Cure the specimens in the molds for 72 hours, then remove the speci- J-5.7 Support for Shear Specimens mens from the molds and continue the cure for 25 days under conditions per J-3.2.When specimens are 28 days old, weigh them each to the nearest Support all shear bond specimens in the shear bond 0.01 grams(W.) and then place them in 600 millili- test jig (Figure VI). Be sure to place the tile whose ters of 140°F �60°C) water in a glass beaker. Let edge is to be loaded against the movable support. the water cool normally with the specimens sub- merged in it for 22 hours.Then, remove the speci- mens, pat them dry with a paper towel, and weigh J-5.8 Comprehensive strength of the them each to the nearest 0.01 grams(W).Reweigh cured material the specimens after oven drying to constant weight (Wd) at 120 t5°F(48.9 t2.8°C). J-5.8.1 As per test method ASTM C579 ex- cept that cast specimens shall remain in the molds Calculate the water absorption,(50 percent relative for 72 hours and testing shall take place seven days humidity to immersion) using the formula: after removal from the molds. (Ws-W)/(W) x 100 Requirement:Greater than 2600 psi(183 kg/cm2). Calculate the water absorption, (immersion to dry) J-5.9 Tensile strength of the cured using the formula: material (Ws-Wd)/(Wd) X 100 J-5.9.1 As per test method ASTM C307 ex- cept that cast specimens shall cure in the molds for Where: Wi=initial weight(after cure at 50 per 72 hours and testing shall take place seven days cent relative humidity) after removal from the molds. Ws=saturated weight Requirement:Greater than 300 psi (21 kg/cm2). Wd=dried weight 94 Requirement:50 percent relative humidity to im mersion—less than 5.0 percent Immersion to dry—less than 7.0 percent End of ANSI A118.8 — 1999 95 i American national standard specifications N-3 Tests for properties of polymer for polymer modified cement grouts for tile modified cement grouts installation A118.7 — 1999 N-3.1 Sampling and testing N-1 Scope procedures N-3.1.1 Sampling: For grouts containing This specification describes the test methods and redispersable polymers, obtain at least 20 pounds minimum requirements for polymer modified cement from a commercial shipment of recent manufacture. grouts. Grouts in this category provide improved For grouts incorporating a latex admixture, obtain characteristics such as increased color stability,stain not less than one gallon of the brand of latex addi- resistance, bond strengths, flexural strengths, and tive to be tested from a commercial lot of recent lower water absorption to resist frost damage. manufacture.Also obtain at least 20 pounds of the prepared dry grout mix specified by the latex manu- facturer. An on-the-job grout mixture of portland cement and fine graded sand is an acceptable grouting N-3.1.2 Temperature: Unless otherwise. material. However, due to its non-controllable stated in a particular test, all tests are to be run at quality and mixing conditions of the raw mate- normal room temperatures of 70-77°F(21-25°C)and rials, it is not applicable to this specification. a relative humidity of approximately 45-55 percent. Please reference All 08.10,Section A-4.7.3.5.1 for proper mixing ratios and application. N-3.1.3 Recording test values:In any of the following tests requiring more than one specimen, N-2 Definitions record each individual test value and determine the mean of the multiple values for comparison with the N-2.1 Sand-portland cement grout test requirements. Values which do not reflect a normal distribution of See paragraph N-1. strengths shall be discarded when they satisfy the Dixon test for extreme value as follows: N-2.2 Polymer modified unsanded tile grout If Xz X1 >_0.765,then the lowest value X4-X; shall be discarded A factory prepared mixture of cement and other in- gredients, including a redispersable, latex/polymer If X4-X3 >_0.765,then the highest value power(to which only water is added at the jobsite) Xa X1 shall be discarded or a liquid latex admixture.When added in a latex where X1,X2,X31 X4,are the observed shear strength form it is added as a replacement for part or all of values from lowest to highest. the mixing water.These grouts are designed for in- stallation in joints of 1/8"wide or less. N-3.2 Grout preparation N-2.3 Polymer modified sanded tile grout N-3.2.1 Mixing grout: Add grout powder to correct amount of water or latex additive, as speci- fied by manufacturer, and stir manually to obtain a A factory prepared mixture of cement, sand, and workable mix with complete and visually uniform other ingredients, including a redispersable, latex/ wetting of the grout powder.When directions require. polymer powder (to which only water is added at dilution of latex with water, this shall be done with the jobsite)or a liquid latex admixture.When added adequate mixing before dry powder is added.Slake in a latex form it is added as a replacement for part for 15 minutes and remix before using unless other- or all of the mixing water.These grouts are designed wise specified in subsequent test methods. Mixed for installation in joints of 1/8"wide or greater.The grout shall not be used after 1 hour unless other- maximum allowable joint width is designated by the wise stated in a particular test. grout manufacturer. 87 Requirement: The resulting grout shall be work- them each to the nearest 0.01 grams(W.,).Reweigh able and free of lumps, but possess enough con- the specimens after oven drying to a constant weight sistency so that, when taken from the container, it (Wd)at 120±5°F(48.9±2.8°C). will hang on a margin trowel. Calculate the water absorption,(50 percent relative N-3.3 Linear shrinkage humidity to immersion) using the formula: ASTM C531 procedure shall be followed, using (Ws-W;)/(W;) x 100 equipment specified. Calculate the water absorption, (immersion to dry) N-3.3.1 Prepare 2400 grams of grout powder using the formula: as specified in N-3.2. (Ws-Wd)/(Wd) X 100 N-3.3.2 Fill a minimum of 4 molds as de- scribed in ASTM C531 with grout, taking care to Where: Wi=initial weight(after cure at 50 per eliminate air pockets or voids by working the grout cent relative humidity) with a spatula or thin trowel. Level the top surface with the spatula and strike off the excess evenly. After casting the specimens, remove the machine Ws=saturated weight screws,holding the end blocks to permit free move- ment of the blocks.Store the specimens in the molds at a temperature of 70-77OF (21-25°C) and 45-55 Wd=dried weight percent relative humidity for 72 hours.Then, care- fully disassemble the molds after 3 days, remove Requirement:50 percent relative humidity to the bars, and remove the blocks from the measur- immersion: less than 5.0 percent ing studs.Determine the length of the specimen bars after the 3 days cure (initial), 24 hours later, and 7 days after the initial reading. Immersion to dry:less than 7.0 per cent Requirement:1 day:less than 0.1 percent N-3.5 Compressive strength 7 day:less than 0.2 percent N-3.5.1 Preparation of specimens: Using N-3.4 Water absorption grout freshly prepared as specified in N-3.2, fill a minimum of three 2-inch (50 mm)cube molds,tak- ing care to eliminate all voids or air pockets.Strike N-3.4.1 When specific water absorption data or level molds with spatula.After 72 hours cure, re- are required for a project, testing shall conform to move the specimens from the molds and store at the following: 70-77°F (21-25°C) and 45-55 percent relative hu- midity for 25 additional days.On the 28th day after casting, obtain the compressive strength of the Preparation of specimens:Using freshly prepared specimen cubes, following the procedure of Para- mortar, prepared as specified in N-3.2, fill two 1 x1 graph 10.6,ASTM Test Method C109.Calculate the inch(25 x 25 mm)uncoated cylindrical molds(sec- average. tions of 1 inch diameter polyethylene tubing).Cure the specimens in the molds for 72 hours, then re- move the specimens from the molds and continue Requirement:28 day compressive strength not to cure for 25 days under conditions per N-3.1.2. less than 3000 psi (209.4 kg/cm2) When specimens are 28 days old,weigh them each to the nearest 0.01 grams(W.)and then place them N-3.6 Tensile strength in 600 ml of 140OF(60°C) water in a,glass beaker. Let the water cool normally with the specimens sub- merged in it for 22 hours.Then, remove the speci- N-3.6.1 ASTM C307 shall be followed as modi- mens, pat them dry with a paper towel, and weigh fied herein, substituting grout for mortar. 88 N-3.6.2 Procedure oiled and maintained so as to ensure freedom of turning. Keep the stirrups supporting the clips free of accumulations and keep the pivots in proper ad- N-3.6.3 Prepare not less than 1000 grams or justment so that the clips may swing freely on the more than 1200 grams for making six briquets and pivots without binding in the stirrups.Carefully cen- not less than 1800 grams for making nine briquets. ter the briquets in the clips and apply the load con- tinuously at the rate of 0.2-0.25 inch per minute. N-3.6.4 Molding test specimens N-3.6.7 Faulty briquets and retests Before filling, thinly cover the molds with a film of mineral oil or petroleum jelly.Immediately following N-3.6.7.1 Briquets that are manifestly faulty, or the completion of the mixing of the grout, and with that give strengths differing by more than 15%from the molds resting on unoiled glass or metal plates, the average value of all test briquets made from the fill the molds heaping full with a spatula.Work and same sample and tested at the same period, shall pack the grout into the molds with the spatula.Cover not be considered in determining the tensile the mold with a glass or metal plate oiled with min- strength'.After discarding briquets or strength val- eral oil, and turn over the mold and plate (held to- ues, if less than two strength values are left for de- gether with the hands) rotating the mold about its termining the tensile strength at any given period,a longitudinal axis. Remove the top plate and repeat retest shall be made. the operation of packing and working the grout and level off. `Reliable strength results depend upon careful ob- servation of all the specified requirements and pro- N-3.6.5 Storage of test specimens cedures. Erratic results at a given test period indi- cate that some of the requirements and procedures have not been carefully observed;for example,those Keep all test specimens in the molds on the base covering the testing of the briquets, as prescribed plates for 72 hours with their upper surfaces ex- in N-3.6.6.1. posed to 70-77OF(21-25°C)and 45-55 percent rela- tive humidity. N-3.6.8 Calculation N-3.6.6 Determination of tensile strength Record the total maximum load indicated by the test- ing machine and calculate the tensile strength in pounds-force per square inch (kilograms-force per Remove test specimens from molds. Store the 7 square centimeter). If the cross-sectional area of a day and 28 day specimens at 70-77OF (21-25°C) briquet varies more than 2.0% from the nominal, and a relative humidity of 45-55 percent, so that all use the actual area for the calculation of the tensile surfaces have at least 1 inch free space for air cir- strength.The tensile strength of all acceptable test culation. Break all test specimen for a given test briquets(see N-3.6.7)made from the same sample age within the permissible tolerance prescribed in and tested at the same period shall be averaged the following table: and rounded to the nearest 5 psi (0.35 kgf/cm2). Test Age Permissible Tolerance Requirement:7 days:400psi (28.2 kgf/cm2) 7 days ±3 hours 28 days:500psi (35.2 kgf/cm2) 28 days ±12 hours N-3.7 Flexural strength N-3.6.6.1 Wipe each briquet to remove any ASTM C580 procedures shall generally be followed, loose sand grains or incrustations from the surfaces using equipment specified. that will be in contact with the clips of the testing machine.The bearing surfaces of the clips shall be free of sand and the roller bearings shall be well- 89 I N-3.7.1 Prepare, mold, and cure a minimum of 4 test bar specimens following the procedure out- lined in N-3.3. NOTE— The same test bars may be used in both linear shrinkage and flexural strength tests.Be sure to take the shrinkage measurements prior to per- forming the flexural testing. N-3.7.2 At the end of seven days of curing out of the molds,test the specimens and report results as outlined in ASTM C580. Requirement:7 day test :1000 psi (70.5 kgf/cm2) N-4 General requirements for all grouts N-4.1 Package labeling N-4.1.1 Application: The container shall be clearly labeled regarding its type and specifications met.The directions for application and the instruc- tions required below shall appear on the container. N-4.1.1.1 .Instructions for storage: Instruc- tions for proper storage shall be given,including any cautions against damage by freezing that are re- quired. N-4.1.1.2 Instructions for use:Instructions for proper use with kinds of tile, recommended tools, and procedures for applications shall be given. N-4.1.1.3 Shelf life: Each container shall be la- beled with the date of manufacture and the age af- ter which the material shall not be used. End of ANSI All 18.7.- 1999 90 f L) American national standard specifications G-3.2 Test environment for chemical resistant furan mortars and grouts for tile installation A118.5 — 1999 Unless otherwise specified for a particular test,the storage,preparation,cure,and testing of all samples shall be done at 70-77OF (21-25°C) and a relative G-1 Scope humidity of 45-55 percent. This specification covers the requirements for chemi- G-3.3 Test values cal resistant furan resin mortars and grouts for the installation of ceramic units when tested in accor- In any of the following tests requiring more than one dance with the methods designated herein. specimen, record each individual test value and compute the,average of these values for compari- G-2 Definitions son with the test requirements. G-2.1 Chemical resistant furan G-4 Preparation of furan mortar and mortars and grouts grout An intimate mixture of a furan resin,a powder filler, G-4.1 In accordance with the manufacturer's and an acid catalyst. Filler materials are generally recommendations,combine the weight ratios of resin of a carbonaceous or siliceous nature,or combina- and powder filler and properly mix in small batches tion thereof.The acid catalyst or setting agent shall for the individual test. be incorporated alone or into the filler component. G-5 Tests for application properties NOTE—The resin and powder fillers are mixed at ambient temperature to form a trowelable or groutable mix that subsequently hardens to a per- G-5.1 Workability manent infusible mass. The thicker mortar materi- als may be water cleanable. The thinner groutable Mortars, when prepared in accordance with the materials necessitate prewaxed or similarly pro- manufacturer's instructions,shall be capable of be- tected surfaces for cleaning after completion of the ing applied with minimum slump.Thorough wetting grouting process. of the tile or paver surface must be achieved in or- der to optimize bond. Mortar must be capable of G-2.2 Ceramic units attaining a height of 6 inches minimum without slump when applied to a'/a-inch(6 mm)wide by 1 inch(25 mm) deep joint on a vertical surface. G-2.2.1 The chemical resistant floor brick, 1 inch(25.4 mm)or 1-1/16 inch(27.0 mm)thick,used for testing furan mortars and grouts in this standard Grouting materials, when prepared in accordance are to be dry and clean as obtained from the with the manufacturer's instructions, must yield a manufacturer's undamaged cartons.Sizes and sur- homogenous material capable of being fully grouted faces shall be in accordance with the requirements into a joint 1 inch (6 mm) wide by 1-3/16 inch (30 of the specified test method. mm) deep onn a horizontal surface. G-3 Sampling and testing G-5.2 Physical property requirements procedures In accordance with Table I. G-3.1 Sampling G-5.3 Fillers Obtain not less than 5 lb,(2.3 kg)of resin and 10 lb. (4.5 kg)of the powder filler of the brand to be tested Fillers influence the chemical resistance and chemi- from a commercial lot of recent manufacturer to con- cal properties of furan mortars and grouts.Optimum duct the tests described in this standard. 81 chemical resistance is achieved when 100% car- G-5.4.1 When specific chemical resistance bon fillers are utilized, exclusive of the acid cata- data are required for the project, testing shall con- lyst.Other fillers such as silica, barytes,fiberglass, form to ASTM C267 with chemical concentrations and combinations thereof may be used to attain and immersion temperatures chosen to simulate specific desired properties.Consult the furan manu- exposure conditions. facturer for assistance in selecting the appropriate fillers to accomplish these requirements. G-6 General requirements G-5.4 Chemical resistance The mortar and grout resins shall have a viscosity that will permit them to be readily mixed with the In accordance with ASTM C267.Architect/specifier respective powders by manual methods.The filler shall submit to the furan manufacturer the known materials shall have properly graded particles that chemical agents,concentrations,and exposure con- will permit the preparation of a minimum joint thick- ditions to which the furan will be subjected for veri- ness of 1/16 inch(1.6 mm)for mortars and 1/8 inch fication of the chemical resistance. (3.2 mm)for grouts. TABLE I: PHYSICAL PROPERTY REQUIREMENTS; MINIMUM VALUES, PSI. (MPa) Test Mortar Grout Property Method Carbon Silica Carbon Silica Compressive Strength ASTM C579 5,000(35) 5,000(35) 3,000(21) 3,000(21) Tensile Strength ASTM C307 700(5) 400(3) 700 (5) 400(3) Absorption ASTM C413 Max. 1% Max.1% Max. 1% Max.1% Modulus of Rupture ASTM C580 1,600(11) 1,200(8) 700(5) 600(4) Initial Set,Hrs. ASTM 308 6 6 5 5 Final Set,Days ASTM 308 7 7 7 7 Linear Shrinkage ASTM531 Max.1% Max.1% Max.1% Max. 1% Coefficient of Expansion, ASTM C531 2.1 x 10' 2.0 x 105 2.3 x 10' 2.2 x 10' (in/in/OF) Working Time,Mins. ASTM C308 10 10 10 10 'Density,(Ibs./cu.ft.) ASTM D792 Max.100 Max.120 Max.95 Max.110 Bond Strength ASTM C321 150(1.0) 150 (1.0) 150(1.0) 150(1.0) 'Silica-free,partially carbon-filled materials may exhibit mortar densities up to 120 Ibs/ft3 and grout densities up to 118 Ibs/ft3. End of ANSI A118.5 — 1999 L 82 .r i American national standard specifications H-2 Definitions for standard cement grouts for tile installation A118.6 — 1999 H-2.1 Standard sanded cement grout H-1 Scope A factory prepared mixture of cement,graded sand, and other ingredients to produce a water-resistant, dense, uniformly colored material, meant for joints This specification describes the test methods and of 1/8"width or greater. minimum requirements for standard cementitious grouts.Grouts meeting this specification may or may not contain polymers. H-2.2 Sand-portland cement grout An on-the-job grout mixture of portland cement See Paragraph H-1. and fine graded sand is an acceptable grouting material. However, due to its non-controllable H-2.3 Standard unsanded cement quality and mixing conditions of the raw mate- rials, it is not applicable to this specification. grout Please reference A108.10,Section A-4.7.3.5.1 for proper mixing ratios and application. A factory prepared mixture of cement and additives that provide water retentivity, meant for joints of 1/8"width or less. H-3 Property requirements for standard sanded and unsanded cement grouts Property Standard Sanded Standard Unsanded Cement Grout Cement Grout Linear Shrinkage: 1 day less than 0.03% less than 0.03% 7 days less than 0.10% less than 0.10% Water Absorption: 50%relative hu- less than 10% less than 18% midity to immersion Immersion to dry less than 12% _ less than 20% Compressive strength: 28 days 3,500 psi min. 3,000 psi min. Tensile strength: 7 days 325 psi min. 250 psi min. 28 days 350 psi min. 350 psi min. Flexural strength: 7 days 350 psi min. 400 psi min. H-4 Tests for properties of normal room temperatures of 70-77OF(21-25°C)and standard sanded and a relative humidity of approximately 45-55 percent. unsanded cement grouts H-4.1.3 Recording test values:In any of the H-4.1 Sampling and testing following tests requiring more than one specimen, procedures record each individual test value and determine the mean of the multiple values for comparison with the test requirements. H-4.1.1 Sample: Obtain at least 20 pounds of the particular brand of grout to be tested from a Values which do not reflect a normal distribution of commercial shipment of recent manufacture. strengths shall be discarded when they satisfy the Dixon test for extreme value as follows: H-4.1.2 Temperature: Unless otherwise stated in a particular test, all tests are to be run at 83 If X2-Xi >_0.765,then the lowest value bars, and remove the blocks from the measuring X4-X, shall be discarded studs. Determine the length of the specimen bars after the 3 days cure (initial), 24 hours later, and 7 days after the initial reading. If X4-X3 ?0.765,then the highest value X4 X, shall be discarded H-4.4 Water absorption where X,,X21 XT X41 are the observed values from lowest to highest. H-4.4.1 When specific water absorption data are required for a project, testing shall conform to H-4.2 Grout preparation the following: H-4.2.1 Water ratio: Use water to powder ra- Preparation of specimens:Using freshly prepared do designated by the grout manufacturer.Maintain mortar,prepared as specified in H-4.2,fill two 1 x 1 this ratio for all subsequent tests requiring grout in inch(25 x 25 mm)uncoated cylindrical molds(sec- this standard.Water must be potable and maintained tions of 1 inch diameter polyethylene tubing).Cure at 70-77OF (21-250C). the specimens in the molds for 72 hours,then re- move the specimens from the molds and continue to cure for 25 days under conditions per H-4.1.2. H-4.2.2 Mixing grout: Add grout powder to When specimens are 28 days old,weigh them each correct amount of water(see H-4.2.1)and stir manu- to the nearest 0.01 grams(W)and then place them ally to obtain a workable mix with complete and vi- in 600 ml of 140OF(60°C)water in a glass beaker. sually uniform wetting of the grout powder. Slake Let the water cool normally with the specimens sub- for 15 minutes, remix, and use immediately unless merged in it for 22 hours. Then, remove the speci- otherwise stated in the subsequent tests. Mixed mens, pat them dry with a paper towel, and weigh grout shall not be used after 1 hour unless other- them each to the nearest 0.01 grams(WS).Reweigh wise stated in a particular test. the specimens after oven drying to a constant weight (Wd) at 120±5°F(48.9±2.80C). Requirement: The resulting grout shall be work- able and free of lumps, but possess enough con- Calculate the water absorption,(50 percent relative sistency so that, when taken from the container, it humidity to immersion) using the formula: will hang on a margin trowel. (WS-W)/(W) x 100 H-4.3 Linear shrinkage Calculate the water absorption, (immersion to dry) ASTM C531 procedure shall be followed, using using the formula: equipment specified. (WS-Wd)/(Wd) X 100 H-4.3.1 Prepare 2400 grams of grout powder as specified in H-4.2. Where: Wi=initial weight(after cure at 50 per cent relative humidity) H-4.3.2 Fill a minimum of 4 molds as de- scribed in ASTM C531 with grout, taking care to WS=saturated weight eliminate air pockets or voids by working the grout with a spatula or thin trowel. Level the top surface with the spatula and strike off the excess evenly. Wd=dried weight After casting the specimens, remove the machine screws,holding the end blocks to permit free move- ment of the blocks.Store the specimens in the molds H-4.5 Compressive strength in a moist room that shall be so constructed as to provide storage facilities for test specimens at a H-4.5.1 Preparation of specimens: Using relative humidity of not less than 95 percent and a grout freshly prepared as specified in H-4.2, fill a temperature of 70-77 F (21-25 C) for 72 hours. minimum of three 2-inch (50 mm)cube molds,tak- Then, carefully disassemble the molds remove the 84 ing care to eliminate all voids or air pockets.Strike Test Age Permissible Tolerance or level molds with spatula.At the end of 72 hours of moist cure (95 percent relative humidity or 7 days ±3 hours greater),remove the specimens from the molds and store at 70-77OF(21-25°C)and 45-55 percent rela- tive humidity for 25 additional days.On the 28th day 28 days ±12 hours after casting, obtain the compressive strength of the specimen cubes, following the procedure of Paragraph 10.6, ASTM Test Method C109. Calcu- H-4.6.2.4.2 Wipe each briquet to remove any late the average. loose sand grains or incrustations from the surfaces that will be in contact with the clips of the testing machine.The bearing surfaces of the clips shall be H-4.6 Tensile strength free of sand and the roller bearings shall be well- oiled and maintained so as to ensure freedom of H-4.6.1 ASTM C307 shall be followed as modi- turning. Keep the stirrups supporting the clips free fied herein, substituting grout for mortar. of accumulations and keep the pivots in proper ad- justment so that the clips may swing freely on the pivots without binding in the stirrups.Carefully cen- H-4.6.2 Procedure ter the briquets in the clips and apply the load con- tinuously at the rate of 0.2-0.25 inch per minute. H-4.6.2.1 Prepare not less than 1000 grams or more than 1200 grams for making six briquets and H-4.6.3 Faulty briquets and retests not less than 1800 grams for making nine briquets. H-4.6.3.1 Briquets that are manifestly faulty, or H-4.6.2.2 Molding test specimens: Before fill- that give strengths differing by more than 15%from ing,thinly cover the molds with a film of mineral oil the average value of all test briquets made from the or petroleum jelly. Immediately following comple- same sample and tested at the same period, shall tion of mixing the grout, and with the molds resting not be considered in determining the tensile on unoiled glass or metal plates,fill the molds heap- strength*.After discarding briquets or strength val- ing full with a spatula.Work and pack the grout into ues, if less than two strength values are left for de- the molds with the spatula.Cover the mold with a termining the tensile strength at any given period,a glass or metal plate,oiled with mineral oil,and turn retest shall be made. over the mold and plate (held together with the hands)rotating the mold about its longitudinal axis. *Reliable strength results depend upon careful ob- Remove the top plate and repeat the operation of servation of all the specified requirements and pro- packing and working the grout and level off. cedures. Erratic results at a given test period indi- cate that some of the requirements and procedures H-4.6.2.3 Storage of test specimens:Keep all have not been carefully observed;for example,those test specimens,immediately after molding the molds covering the testing of the briquets, as prescribed on the base plates, under moist cure (95 percent in H-4.6.2.4.2. relative humidity or greater)for 72 hours with their upper surfaces exposed to the moist air but pro- H-4.6.4 Calculation: Record the total maxi- tected from dripping water. mum load indicated by the testing machine and cal- culate the tensile strength in pounds-force per H-4.6.2.4 Determination of tensile strength: square inch (kilograms-force per square centime- Remove test specimens from molds. ter). If the cross-sectional area of a briquet varies more than 2.0% from the nominal, use the actual area for the calculation of the tensile strength.The H-4.6.2.4.1 Store the 7 day and 28 day specimens tensile strength of all acceptable test briquets(see at 70-77OF(21-25°C)and a relative humidity of 45- H-4.6.3)made from the same sample and tested at 55 percent, so that all surfaces have at least 1 inch the same period shall be averaged and rounded to free space for air circulation. Break all test speci- the nearest 5 psi (0.35 kg/cm2). mens for a given test age within the permissible tolerance prescribed in the following table: 85 I H-4.7 Flexural strength ASTM C580 procedures shall generally be followed, using equipment specified. H-4.7.1 Prepare, mold, and cure a minimum of 4 test bar specimens following the procedure out- lined in H-4.3. NOTE—The same test bars may be used in both linear shrinkage and flexural strength tests.Be sure to take the shrinkage measurements prior to per- forming the flexural testing. H-4.7.2 Seven days after removing the speci- mens from the molds, test the specimens and re- port results as outlined in ASTM C580. H-5 General requirements for all grouts H-5.1 Package labeling H-5.1.1 Application The container shall be clearly labeled regarding its type and specifications met.The directions for ap- plication and the 'instructions required below shall appear on the container. H-5.1.1.1 Instructions for storage: Instruc- tions for proper storage shall be given,including any cautions against damage by freezing that are re- quired. H-5.1.1.2 Instructions for use: Instructions for proper use with kinds of tile, recommended tools, and procedures for applications shall be given. H-5.1.1.3 Shelf life: Each container shall be labeled with the date of manufacture and the age after which the material shall not be used. End of ANSI A118.6— 1999 86 American national standard specifications surfaces during application before.the epoxy hard- for chemical resistant,water cleanable tile- ens. setting and -grouting epoxy and water cleanable tile-setting epoxy adhesive E-2.3 Ceramic tile: As described in A118.3 — 1999 ANSI A137.1. E-2.3.1 The the for tests in this standard are E-1 Scope to be dry and clean as obtained from manufacturer's undamaged cartons.Quarry tile shall be 6 x 6 x'/z This specification describes the test methods and inch(152 x 152 x 12 mm)nominal unglazed quarry minimum requirements for chemical resistant, wa- the with a maximum water absorption of 5.0 per- ter cleanable tile-setting and -grouting epoxy and cent cut into pieces approximately 3 x 6 x /2 inch water cleanable tile-setting epoxy adhesive. (76 x 152 x 12 mm).The smooth face is used as the bonding surface, except as noted. Materials meeting A118.3 are not resistant to all chemicals and exposure conditions. E-3 Sampling and testing procedures These systems shall not be confused with modified epoxy emulsion mortar/grout, which is covered by E-3.1 Sample ANSI A118.8. Obtain not less than 13 lbs.(5.8 kg), or 1 gallon (4 Architect/specifier shall submit to the epoxy manu- liters),of the brand to be tested from a commercial facturer the known chemical agents,concentrations, lot of recent manufacture to conduct the tests de- and exposure conditions to which the epoxy will be scribed in this standard.When the weight and ratio subjected for verification of the chemical resistance of parts is given or can be accurately determined, (see Paragraph E-5.9). the epoxy may be mixed in small batches for the individual tests. E-2 Definitions E-3.2 Temperature E-2.1 Chemical resistant, water cleanable tile-setting and Unless otherwise stated in a particular test,all prepa- -grouting epoxy ration,curing,and testing shall be done at 70-77OF (21-25°C) and at a relative humidity of 45-55 per- cent. An epoxy composition, essentially a 100 percent solid system, that is supplied in two or more parts to be mixed immediately before use as a setting E-3.3 Recording test values adhesive and joint filling grout for ceramic tile, and that is partially emulsified by water, after mixing, in In any of the following tests requiring more than one order to expedite cleaning from tile surfaces during specimen,record each individual test value and de- application before the epoxy hardens. termine the mean of the multiple values for com- parison with the test requirements. E-2.2 Water cleanable tile-setting epoxy adhesive An epoxy composition, essentially a 100 percent solid system, that is supplied in two or more parts to be mixed immediately before use as a setting adhesive, and that is partially emulsified by water, after mixing, in order to expedite cleaning from tile 69 M 4 Values which do not reflect a normal distribution of E-5.2 Initial setting time, service shear strengths shall be discarded when they sat- strength setting time isfy the Dixon test for extreme value as fol- If X2-X1 >_0.765,then the lowest value Equipment and procedure as defined in ASTM X4 X, shall be discarded C308, except intervals of test may be lengthened. lows:If X4-X3 Requirement:Service strength settin time 7 days 0.765,then the highest value q 9 9 Y X4-X1 shall be discarded or less. Initial setting time greater than 2 hours. E-5.3 Shrinkage of the mixed where X,,X21 X3,X4,are the observed shear strength components during cure values from lowest to highest. E-4 Preparation of epoxy Equipment and procedures as defined in ASTM C531 to measure shrinkage after 7-day cure at 70- 77°F (21-25°C). E-4.1 Mixing Requirement: Average shrinkage shall not be Read thoroughly the manufacturer's directions for greater than 0.25 percent after 7 days. mixing. Blend the parts supplied using a suitable hand tool or machine mixer, making sure any dry E-5.4 Sag in vertical joints ingredients are thoroughly and uniformly wetted: (Only for epoxy compositions not labeled specifi- E-5 Tests for application properties cally for use on floors or horizontal surfaces.) E-5.1 Water cleanability E-5.4.1 Preparation:At least two days before test, set two 1/2-inch (13 mm) thick quarry tiles on the smooth 8 x 16 inch (203 x 406 mm) side of a Immediately after mixing the batch,remove between cinder block or concrete block with the epoxy so 250 ml and 300 ml from the container and spread it that a 3/8±1/32 inch(10 t1 mm)wide joint 6 inches evenly over the bottom of an 8 inch t'h inch (203 (152 mm) long is formed between the tile across mm t13 mm)diameter enameled or stainless steel, the width of the block. flat-bottomed pan.At 65 minutes, 80 minutes, and 95 minutes after mixing is complete, apply the ma- terial to the smooth face of a clean, dry quarry tile E-5.4.2 Procedure:With the cinder block set with a 6 inch (152 mm)wide putty knife.The mate- so that the tiles are in a horizontal position, grout rial shall be spread in a thin layer and stick to the the 3/8 inch (10 mm)wide joint between them with tile.After scraping the excess material from the tile the recently mixed material. Screed the joint flush with the putty knife, use a clean cellulose sponge with the tile and clean the excess material from the and water at 70-77OF(21-25°C)to clean the remain- face of the tile with a wet sponge.Turn the block to ing material from the tile.Water cleanability is indi- put grouted joint in a vertical position.Observe the cated when the wet sponge removes the remaining joint 24 hours later. epoxy leaving no lumps,color,or streaks.With some epoxies the cleaning water may turn milky during Requirement:No change in shape of the joint shall the first stages of clean up. be noticeable. Requirement:The mixed material shall be spread- E-5.5 Bond strength to quarry tile able and water cleanable at 80 minutes. a E-5.5.1 Equipment:Compression testing ma- chine,of the universal type,capable of loading from zero to 20,000 lbs.minimum (9075 kg) at a rate of 2400 lbs.(1088.6 kg) per minute. 70 R R E-5.5.2 Procedure: Using 1/4-inch (6 mm) di- E-5.8 Thermal shock test ameter and 2 inch (50 mm) long spacers or an ap- propriate jig, prepare 4 shear bond specimens by bonding two 6 x 3 x 1/2 inch (152 x 76 x 13 mm) E-5.8.1 Equipment:Compression testing ma- quarry tiles face to face with the 6 inch (152 mm) chine,of the universal type,capable of loading from sides overlapped so a bond area of approximately zero to 20,000 lbs.minimum (9072 kg) at a rate of 15 sq.in. (96.8 cm2) is obtained between each tile 2400 lbs.(1088.6 kg) per minute. and the mixed material.Apply an excess of bond- ing epoxy material to one tile face,peaking the layer Non-absorbent spacers that are 1/8 inch(3 mm) in slightly at the center.Press the second tile face into diameter and 2 inches(50 mm) long. the epoxy material until the thickness of the epoxy is '/4-inch (6 mm) as directed by the jig or the two spacers previously inserted between the tiles near E-5.8.2 Preparation: Prepare 4 shear bond and parallel to the ends of the specimen.The spac- specimens by bonding two 3 x 6 x 1/2 inch(76 x 152 ers remain in the specimen. Cure the 4 specimens x 13 mm) quarry tiles back to back with the 6 inch for 14 days and then test in shear by applying load (152 mm)sides overlapped so a projected bonded to the 6 inch(152 mm)long edges at a rate of 2400 area of approximately 15 sq. in. (96.8 cm2) is ob- Ibs. (1088.6 kg) per minute until the specimen will tained between each tile and the mixed epoxy ma- not support load.The specimen must be supported terial.The ribs on the tile backs shall run parallel to so that the bonded planes remain vertical during the direction of shear.Apply an excess of epoxy to testing using a support jig similar to that shown in both tile backs peaking the layers slightly at the Figure E-1. centers,and press the tiles together until the space between the crests of the ribs on the tiles is 1/8 Record the maximum load during the test and ex- inch(3 mm)as indicated by two spacers previously press it in pounds per square inch over the actual inserted between the tiles near and parallel to the bonded area measured to the nearest '/2 square ends of the specimen. inch. The spacers remain in the specimen. Cure the 4 If tile failure occurs before bond failure, record that specimens for 14 days. load and note it as"tile failure" E-5.8.3 Test procedure: The 4 specimens Requirement: Average shear bond strength to shall be cycled between water baths maintained at quarry tile shall be greater than 1000 psi (69.8 kg/ 72 t5°F(22.2 t2.8°C)and 205 t5°F(96.1 t2.8°C). cm 2). Place them in the 720F (22.2°C) bath first for 1/2 hour and then in the 205OF(96.1°C)bath for 1/2 hour. Repeat the cycle three additional times, and then E-5.6 Compressive strength of the place the specimens in the 720F(22.2°C)bath again cured material for at least 1/2 hour for final cooling. E-5.6.1 As per test method ASTM C579. Adjust the bath temperatures before and,if required, during each immersion.Remove the specimens one Requirement:Average compressive strength after at a time from the 720F (22.2°C) bath, dry them of 7 days shall be not less than 3500 psi(244 kg/cm2). excess water, and test them in shear as described in E-5.5.2. E-5.7 Tensile strength of the cured Requirement:Average wet shear bond strength af- material ter thermal shock shall be greater than 500 psi(34.9 kg/cm2). E-5.7.1 As per test method C307 (three samples only). E-5.9 Chemical resistance Requirement:Average tensile strength after 7 days NOTE—Applicable only to chemical resistant ep- shall be not less than 1000 psi (69.8 kg/cm ). oxy mortar and grout, not to epoxy adhesive. 71 E-5.9.1 When specific chemical resistance data are required for the project, testing shall con- form to ASTM C267, with chemical concentrations and immersion temperatures chosen to simulate exposure conditions. End of ANSI A118.3-1999 Fig. E-1—SUPPORT JIG FOR BOND STRENGTH TEST 6-1/4'dic.WIN, Cwtvsna and grind N ti Mon al gotta.. Q _ METRIC CONVERSION TABLE FOR FIGURE E- �- -. 1 inches mm 1/8 3.2 L?"D 5/16 7.9 3/8 9.5 3'x6'u 1/4'A gk 7/16 11.1 1/2 12/7 /a'%WY T!"Bar 1/2'TIdc1 C mbe 3 76.2 2.6/16'd1a 6atta L 6 152.4 6-3/4 171.4 r /6•da.Drill 8 203.2 72 +e, h .., ..• .fil" "k. •y, ,.;'� _ psi,�[y - # (wlAjrU a, _ o • e r "+ y B .rr r � .' yi �' %' e.'' ¢� a•+s a � 8' ',�,rx � 1 : .J • • • ,� ,�... s s., ,,. *' y �.'�a cs ate;* *� n� r# �, #r 6 , s 1 : • .. • • • � ; Ix tix _ lop 1v _sue a ta t°. '' fi.� s 1 �`,�, • • •i' ° ,s If u _ A4 r, ry '•.f+# r•.. x x yn,. ; 4 9 A Y •� �,, � � �xi } �U: i ea ... ^��� to 9 ,� t ( : ( � • • • � :. z o ._;.°. s r.5" s .' ""� >rj "q '` '- C *-er M '^'7k u # _�, s 1 s # _ • o • i Air • F ,o ,may,,� r f yyp S i,•, r '' r • e • f 4 '1 X +r,F- � � p� r _},•� $,ry,� 4�. .,� 1...�. t Wow.',. • • . �a �.,. 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"sieyr` t � cs�` Y: "'+�N 4+r � J�4t}µ 7 •G +1 °y;'" '4,}' F°` '. -n�6�s AA - c i .,st i a,�- '•+r*�'Ca.�y t..» `.: -� 4 '° +;s��s�. �" -rk�r','•,rCS`[x r ,k�'� frCi i k „yj�` h5w a` '.i '� �� \' a. r' '"�} ems°•` ,' + s �: ee-#Y"rR h ` y - . #�a 'v 4 t� •rsr.* "',.,�i'w a?rr J' `f!, '�. •Y'7 a_ Y���,y.. � t iF b��u���.s�' pd' ,j. � "t �' .. ,�"..A y�7w�ro c i4 �# �T' va; # j•` -'r�;� . ,4�` crv:.(,, J�*�'ri •Dsr 1 t 't 'i4"Pd'� + d' Tr•' '?- e ' �' ' ` p ' .�• ANSI A108, A118,.& A136-1999 American National Standard for Installation of¢ Ceramic Tile Secretariat Tile Council of America, Incorporated t. Approved October,27,'1999. American National Standards Institute,Inc. Abstract This publication is a compilation of voluntary standards for the installation of ceramic tile. American national standard specifications A108.1 A, .1 B, .1 C, .4, .5, .6, .8, .9, .10; .11, .12, and .13 define the installation of ceramic tile. American national standard specifications A118.1, .3, .4, .5, .6, .7, .8,..9, .10, and,.11 and A136.1 define the test methods and physical properties for ceramic tile installation materials.These standards- are intended to be referenced or included in the ceramic tile sections of project specifications. _ , r w American Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other criteria for approval have been National met by the standards developer. Standard Consensus is established when, in the judgement of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests.Substantial agreement means much more than a simple majority, but not necessarily unanimity.Consensus requires that all views and objections be considered, and that a concerted effort be made toward their resolution. The use of American National Standards is completely voluntary;their existence does not in any respect preclude anyone, whether he has approved the standards of not, from manufacturing, marketing, purchasing, or using products, processes, or proce- dures not conforming to the standards. The American National Standards Institute does not develop standards and will in no circumstances give an interpretation of any American National Standard.Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the American National Standards Institute. Requests for interpretation should be addressed to the secretariat or sponsor whose name appears on the title page of this standard. CAUTION NOTICE:This American National Standard may be revised or withdrawn at any time.The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard.Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Published by Tile Council of America, Incorported 100 Clemson Research Boulevard, Anderson, SC 29625 ; Copyright 0 2000 Tile Council of America, Incorporated All rights reserved. No part of this publication may be reproduced in any form, in an electronic retrival system or otherwise, without prior written permission of the publisher. Printed in the United States of America $15.00 4 Foreword (This foreword is not part of American National Standard A108, 118, or 136-1999.) These voluntary standards define the installation of ceramic tile as well as the test methods and physical properties for ceramic tile installation materials. They are intended to serve as a guide to the general public,manufacturers,distributors,specifiers,architects,tile contractors,testing laboratories, and other businesses and professionals in the tile industry. While the existence of these standards does not in any respect preclude anyone,including those who have accepted them, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to this standard, producers of ceramic tile installation materials made in conformance with these standards are encouraged individually to indicate such conformance in advertising, promotion, and labeling. These standards were processed and approved for submittal to ANSI by the Accredited Standards Committee on Ceramic Tile A108. Committee approval of a standard does not necessarily imply that all committee members voted for its approval. The A108 Committee had the following members at the time it approved these standards: J. Brannon Murray Jr, Chairman' 'Joe A.Tarver, Acting Chairman Duncan English, Secretary Organization Represented Name of Represetative America Hotel and Motel Association.........................................................................John P.S.Salmen ARA The Engineered Wood Association............................................................................Fulton Desler Atlas Minerals and Chemicals........................................................................................Charles Zarnitz CeramicTile Distributors Association..........................................................................Jerome F.Fabian .................................................................................................. Sam Widener(alternate) CeramicTile Education Foundation.....................................................................................David Gobis CeramicTile Institute of America.................................:.................................................Gray LaFortune CeramicTile and Marble Consultants................................................................................Robert Young Chicago Tile Institute..................................................................................................George Lockerbie Construction Specifications Institute....................................................................................Marie Willett Custom Building Products.................................................................................................... Brian Bean Dal-Tile International ..........................................................................................................Silver Cornia Ferro Corporation......................................................................................................Richard Wasowski Great Lakes CeramicTile Council......................................................................................Robert Hund ................................................................................................. Gerald Chioini(alternate) Gypsum Association .......................................................:...............................................Robert Wessel Huntington Tile .................................................:..........................................:.................Chris Alexander International Union of Bricklayers and Allied Craftworkers..................................................John Mason James Hardie Building Products .....................................................................................John L.Mulder Laufen International........................................................:...............:.........................I.......Joseph Kurek Marble Institute of America..............................................................................................Frank Grazzini Metropolitan Ceramics...................:......................................................................................Roy Gorton Materials and Methods Standards Association................................................................ Harvey Powell ..................................:............................................I.............Craig W.Hamilton(alternate) National Tile Contractors Association..........................................................................Robert Roberson ...................................................................................................Joe A.Tarver(alternate) National Association of Architectural Metal Manufacturers..................................................Ed Estes Jr. National Association of Home Builders of the U.S.....................................................................Jeff Inks Pecora Corporation ............................................................................................................Scott Broney Portland Cement Association.....................................................................:...............John M.Melander Schluter Systems........................................................................::....................................Peter Nielsen Summitville Laboratories...............................................................7.............................James Anderson Tile and Stone Council of Northern California....................................................................John Wagner Tile Contractors Association of America...........................................................................Michael Mauri .:.................................................................................................Lucinda Noel(alternate) Tile Council of America,Inc........................................................................................ Robert E.Daniels Western States CeramicTile Contractors Association.....................................................William Steed W.R.Bonsal ..................................................................................:............................Kevin McFadden 5 j' Co h(.. TEvt-S Contents American national standard specifications for installation of ceramic tile.ANSI A108.1 A, .113, AC, .4, .5, .6, .8, .9, .10, .11, .12, AND .13— 1999.................12 AN-1 Introduction .....................................................................................12 AN-2 General requirements for subsurfaces ............................................12 AN-3 Related work specified in other sections.........................................17 AN-4 Notes for tile material, accessories, and definitions .......................24 AN-5 Guide for referencing American national standard specifications for installation of ceramic tile...........................................................26 American national standard specifications for installation of ceramic tile ANSI A108.1 A, .1 B, AC, .4, .5, .6, .8, .9, .10, .11, .12, AND .13— 1999.................27 A-1 General ...........................................................................................27 A-1.1 Scope..............................................................................................27 A-1.2 Standards........................................................................................27 A-1.3 Delivery, storage,,and handling of materials at project site .............28 A-1.4 Samples ..........................................................................................28 A-1.5 Environmental conditions and protection........... .............................29 A-2 Materials .........................................................................................29 A-3 General requirements for tile installations .......................................31 A-3.1 Inspection of surfaces and conditions .............................................31 A-3.2 Portland cement mortar bed as a backing when specified..............32 A-3.3 Workmanship, cutting, and fitting ....................................................33 A-3.4 Movement joints ........................................... ..................................33 6 A-3.5 Cleaning.tile ....................................................................................34 A-4 Installation of ceramic tile................................................................35 A-4.1 a Installation of ceramic tile in the wet-set method, with portland cement mortar ANSI A108.1 A— 1999...........................................35 A-4.1 b Installation of ceramic tile on a cured portland cement mortar setting bed with dry-set or latex-portland cement mortar ANSI A108.1 B— 1999.............................................................................40 A-4.1c Contractor's Option:installation of ceramic tile in the wet-set method with portland cement mortar or installation of ceramic tile on a cured portland cement mortar setting bed with dry-set or I atex-portland cement mortar ANSI A108.1 C— 1999 .....................40 A-4.2 Installation of ceramic tile with organic adhesives or water cleanable tile-setting epoxy adhesive ANSI A108.4— 1999...........................41 A-4.3 Installation of ceramic tile with dry-set portland cement mortar or latex-portland cement mortar ANSI A108.5 1999 43 A-4.4 Installation of ceramic tile with chemical resistant, water cleanable tile-setting and -grouting epoxy ANSI A108.6—1999 .....................46 A-4.5 Installation of ceramic tile with chemical resistant furan resin rnortar and grout ANSI A108.8— 1999 ..........................................48 A-4.6 Installation of ceramic tile with modified epoxy emulsion mortar/grout ANSI A108.9— 1999 ................:................................51 A-4.7 Installation of grout in tilework ANSI A108.10— 1999....................53 A-4.8 Interior installation of cernentitious backer units ANSI A108.11 — 1999....................................................................55 A-4.9 Installation of ceramic tile with EGP (Exterior glue plywood) latex-portland cement mortar ANSI A108.12 — 1999....................59 A-4.10 Installation of load bearing, bonded, waterproof membranes for thin- set ceramic tile and dimension stone ANSI A108.13—1999.........61 American national standard specifications for dry-set portland cement mortar Al 18.1 —1999.....................................................................................62 C-1 Scope..............................................................................................62 7 C-2 Definitions ...... .:..:...: :....62 C-3 Sampling and testing procedures.................. ....... ...... .......63 C-4 Tests for application properties of dry-set mortars..........................63 C-5 Shear strength of mortars to ceramic tile :..... ........ ..66 'C-6 Additional requirements for comparison with portland cement........68 C-7 Additional properties of dry-set mortar......... ......... ...................68 C-8 Package°labeling ........ ......68 • American national standard specifications for chemical resistant, water cleanable tile-setting and-grouting epoxy and water cleanable tile-setting epoxy adhesive A118.3 1999.............. .... ........................... ....... .......69 E-1 Scope. ...... :....... .......: ..•...... ......... .. .....69 E-2 Definitions ..... E-3 Sampling:and testing procedures...... ....... 69 . . E-4 Preparation of epoxy .. ........ ......... ..... .........70 E-5 Tests for application properties ........ ........ ...... . .......70 " American national,standard specifications for latex-portland cement mortar A118.4—1999 ... ............................................................73 FN-1 introduction;..... ........ 73 • �. FN-2 installation specifications................................................... F-1 Scope. .. 73' F-2 Definitions.... . ......:.. '......... .... ......... .........73 F-3 , Sampling and testing procedures...... ..................... ....I...:. . ....74,,' F=4 Tests for application properties .,..... 75. ........... F-5 Shear strength to ceramic,tile :....:....:..........:...........77............. .'. 3 8 F-6 Compressive strength .............. :..80 F-7 Package labeling ..................:.:. ...:..:.: .......:. .._.. ......:80 . American national standard specifications for chemical resistant furan mortars and grouts for tile installation A118.5—1999.....................................81 P; G-1 Scope... ....,.... .. ....... ._.................. ........................................ 81 G-2 Definitions .:::..:. :.81' G-3 Sampling'and testing procedures.................... ....... ......81 G-4. Preparation of furan mortar and grout...................... ...> .;....:....:....:81 , G-5 Tests for application properties ......... ......... ................... .........81 ` w G-6 n General"requirements... ........: .................82 American national standard"specifications for standard cement grouts for tile installation.A118:6-4999................. 83 H-1 Scope. : ...;:.... :. :.83 H-8- Property requirements for standard sanded and unsanded cement grouts ... ......... ......:. ......... ........................................83 H-4 Tests for properties:of standard sanded and unsanded cement grouts ....................................................... ......................................83 Definitions .,...... ........ 83 H-5 ;,General requirements for all grouts ....86 ' American national standard specifications for polymer modified cement grouts for the installation A118.7—1999 .................................87. .' v .Scope.:: ...: 87 N=1 h �N-2' Definitions a .87 ....... ............. ......... ......... .... N-3 Tests for properties of polymer modified cement grouts .................87 N-4 General requirements for all grouts ...90 9 American national standard specifications for modified epoxy emulsion mortar/grout A118.8— 1999............................................................................91 J-1 Scope..............................................................................................91 J-2 Definitions .......................................................................................91 J-3 Sampling and testing procedures....................................................91 J-4 Preparation of modified epoxy emulsion mortar/grout.................. 92 J-5 Tests for application properties'.......................................................92 American national standards for test methods and specifications for cementitious backer units A118.9—1999 .......................................................96 L-1 Scope..............................................................................................96 L-2 Definitions .......................................................................................96 L-3 Sampling and testing procedures....................................................96 L-4 Test for physical properties .............................................................96 L-5 General requirements......................................................................96 American national standard specifications for load bearing, bonded, waterproof membranes for thin-set ceramic tile and dimension stone installation A118.10—1999.............................................................................97 MN-1 Introduction .....................................................................................97 M-1 Scope............................. ................................................................97 M-2. Definitions M-3. Sampling and testing procedures....................................................98 M-4. Tests for material properties............................................................98 , t M-5 Shear strength to ceramic tile and cement mortar ..........................99 M-6 System performance.................................._..................................100 10 American national standard specifications for EGP (Exterior glue plywood) latex-portland cement mortar A118.11 — 1999 .............................................101 PN-2 Installation specifications...............................................................101 P-1 Scope............................................................................................101 P-2 Definitions ..............................................::...................................... 101 P-3 Sampling and testing procedures..................................................102 P-4 Shear strength to quarry tile..........................................................102 P-5 Packaging labeling ........................................................................103 American national standard specifications for organic adhesives for installation of ceramic tile A136.1 —1999 ....................................................104 K-1 Purpose.........................................................................................104 K-2 Scope............................................................................................104 K-3 Classification .................................................................................104 K-4 Definitions .....................................................................................104 K-5 Requirements............:...................................................................105 K-6 Sampling and testing procedures..................................................105. K-7 Manufacturer's instructions..............................:.............................109 K-8 Toxicity and flammability................................................................109 I 11 — T;ETA = Ceramic Tile& Accessory Manufacturers Page 1 of 3 Uwrir LA i I..eramic tile . accessory - ceramic tile education nW foundatio Ceramic Tile&Accessory Manufacturers AC Products Co. Iris US membershipimember 4299 S.Apple Creek Rd. 1360 S. Vernon St. dir Apple Creek, OH 44606 Anaheim, CA 92805 Phone: (330)698-1105 Phone: (800)323-9906 tcna publications Fax: (330)698-5292 Fax: (866)398-4747 Email: info irisus.com technical servicesil Alcobe Ceramicos. S.A. de C.V. Calle Pez Vela 114 Ironrock, Inc. technical questions Tlahuac, Distrito Federal 14300 1201 Millerton Street SE Mexico Canton, OH 44707 testing servicesr3, Phone: 52-55-58454502 Phone: (800)325-3945 Fax: 52-55-58509707 Fax: (330)484-4880 Email:jorge.monzon(a)alcesa.com Email: info(a)iron rock.com trade news American Marazzi Tile, Inc. Jeffrey Court, Inc. ED 359 Clay Rd. 620 Parkridge Avenue Sunnyvale,TX 75182 Norco, CA 92860 event calendarig Phone: (972)226-0110 Phone: (951)340-3383 Fax: (972)226-0716 FAX: (951)340-4149 links related Email: contact c(D.marazzitile.com profile Ken Mason Tile American Olean 809 W. 15 St. 7834 C F Hawn Freeway Long Beach, CA 90813 contact USIM Dallas, TX 75217 Phone: (562)432-7574 Phone: (214)398-1411 Fax: (562)436-3110 Fax: (214)309-4480 Email: E-mail: info .americanolean.com customerservice(a)kenmasontile.com Ceramic Expressions Metropolitan Ceramics 6328 East Utah Ave. P.O. Box 9240 Spokane, WA 99212 Canton, OH 44711 Phone: (800)425-2115 Phone: (330)484-8453 Fax: (509)536-4072 Fax: (330)484-4880 E-mail: sales quarrytile.com Email: info()a ironrock.com Ceramica San Lorenzo Mohawk Ceramic 9847 Pioneer Blvd. 7834.C.F. Hawn Freeway Santa Fe Springs, CA 90670 Dallas, TX 75217 Phone: (562)222-2345 Phone: (214)398-1411 Fax: (562)222-2347 Fax: (214)309-4598 E-mail: salesacsanlorenzo.com Email: ceramic info an.mohawkind.com • Cesantoni S.A. de C.V. Mosaicos Venecianos de Mexico. S.A. de Carr. Panamericana Km. 24.6 C.V. Cavera de V.R.,Zacatecas 98500 Km 3.5 Carretera Federal Cuernavaca- Phone: 52-47-89854200 Cuautla Fax: 52-47-89850396 Municipio de Jiutepec, Estado de Morelos Mexico 62570 Crossville, Inc. Phone: 52-77-73202160 P.O. Box 1168 Fax: 52-77-73296642 Crossville,TN 38557 Phone: (931)484-2110 Nitropiso Fax: (931)484-8418 Eje 140, No 1000 Zona Industrial E-mail: shovmand(a)crossvilleinc.com Delegacibn La Pila San Luis Potosi, SLP 78395 http://www.tileusa.com/fullmemb.htm 7/26/2011 T!4NA - Ceramic Tile &Accessory Manufacturers Page 2 of 3 Daltile Mexico 7834 C.F. Hawn Freeway_ Phone: 52-44-48320100 Dallas,TX 75217 Fax: 52-44-48320100 Phone: (214)398-1411 Email: Fax: (214)309-4457 ventascoordinacion annitropiso.com.mx E-mail:webreplyaa.daltileproducts.com ? Oceanside Glasstile Co. Dal-Tile Mexico. S.A. de C.V. 2293 Cosmos Court Boulevard Diaz Ordaz Km. 35 Carlsbad, CA 92009 San Pedro Garza Phone: (866)OGT-TILE Garcia Nuevo Leon, CP 66230 Fax: (760)929-5860 Mexico Email: info anglasstile.com Phone: 52-81-81248145 Fax: 52-81-81248334 Quarry Tile Company 6328 East Utah Ave. Dirk Elliot Tile Spokane,WA 99212 6328 E. Utah Ave. Phone: (509)536-2812 Spokane, WA 99212 Fax: (509)536-4072 Phone: (888)245-7248 Email:sales(acivarrytile.com Fax: (877)874-5672 Email: contacted i rkell iottile.com Ragno USA 359 Clay Rd. Endicott Tile, LLC Sunnyvale,TX 75182 57120 707th Road Phone: (888)297-2466 Endicott, NE 68350 Fax: (972)725-3127 Phone: (402)729-3323 Email: infoeragnousa.com Fax: (402)729-5804 Email:endicott endicott.com Revestimientos Lamosa. S.A. de C.V. Pedro Ramirez Vasquez Epro Tile, Inc. No. 200-1 Col.Valle Oriente 10890 E. Co. Rd.6 San Pedro Garza Garcia, Bloomville, OH 44818 Nuevo Leon, MX 66269 Phone: (866)818-3776 Phone: 52-81-80474000 Fax: (866)343-8453 Fax: 52-81-80474046 Email: info aaeprotile.com Email: contact .lamosa.com Florida Brick&Clay Co., Inc. Revestimientos Porcelanite. S.A. de C.V. 1708 Turkey Creek Road Bosque de Ciruelos No. 130-9 piso Plant City, FL 33566 Bosques de las Lomas, Del Miguel Phone: (813)754-1521 Hidalgo C.P. 11700 Fax: (813)754-5469 Mexico Email: Phone: 52-55-52469912 customerserviceefloridabrickandclay.com Fax: 52-55-55965866 Email: infoaPorcelanite.com.mx Florida Tile, Inc. 998 Governors Lane, Suite 300 Seneca Tiles, Inc. Lexington, KY 40513 7100 South County Road 23 Phone: (859)219-5200 Attica, OH 44807 Email: salesdept(a)floridatile.com Phone: (800)426-4335 Fax:419-426-1735 Florim USA Email: info@senecatiles.com 300 International Blvd. Clarksville, TN 37040 Sonoma Tilemakers Phone: (877) FLORIM1 7750 Bell Rd. Fax: (931)245-7823 Windsor, CA 95492 Phone: (707)837-8177 GranitiFiandre Fax: (707)837-9472 1159 West Byrn Mawr Email: Itasca, IL 60143 customerservice@sonomatilemakers.com Phone: (630)285-1110 Fax: (630)285-1109 StonePeak Ceramics, Inc. Email: info _granitifiandreusa.com 314 W. Superior http://www.tileusa.com/fullmemb.htm 7/26/2011 TCNA - Ceramic Tile & Accessory Manufacturers Page 3 of 3 Interceramic Chicago, IL 60610 2333 S. Jupiter Rd. Phone: (312)506-2800 Garland,TX 75041 Fax: (312)335-0533 Phone: (214)503-5500 Email: infor Dstonepeakceramics.com Fax: (214)503-5555 Email: products .interceramicusa.com Summitville Tiles, Inc. P.O. Box 73 Interstyle Ceramic and Glass. Ltd. Summitville, OH 43962 3625 Brighton Ave. Phone: (330)223-1511 Burnaby, BC V5A 31-15, Canada Fax: (330)223-1414 Phone: (604)421-7229 Email: info(cDsummitville.com Fax: (604)421-7544 Email: info interstyle.ca Vitromex, S.A. de C.V. Blvd. Isidro Lopez Zertuche No.4103 Saltillo, Coahuila C.P.25230 Mexico Phone: 52-84-44115000 Fax: 52-84-44115090 Email: rfdz@vitromex.com.mx back to the top rofile ceramic tile education foundation I membership/member directory testing services I tcna publications I event calendar standards development I trade news I related links technical questions I contact us I home http://www.tileusa.com/fullmemb.htm 7/26/2011 r _ A-4.4 Installation of ceramic tile with tile and 3/32 inch (2 mm)for quarry tile, paver tile, chemical resistant, water and packing house tile. cleanable tile-setting and - grouting epoxy'ANSI A108.6 vh A-4.4.2.1.4 Apply only amount of epoxy that can 1999 be covered with tile before initial set.Temperature affects set times.Test sections should be tried be- fore tiling large areas. Applicable portions of Sections A-1 through A-3 are apart of these A108.6 installation specifications. A-4.4.2.1.5 In conformance to the setting mate- rial manufacturer's recommendations,the gaps be- NOTE—This installation method for use with ANSI tween plywood sheets shall be filled with setting A118.3, 100%solids epoxy material only. material as it is spread or be left void. A-4.4.1 Mixing chemical resistant water A-4.4.2.1.6 Spacing mix shall not be used be- cleanable tile-setting and tween tiles. -grouting epoxy. A-4.4.2.2 Setting quarry tile, paver tile, A-4.4.1.1 Store epoxy materials at a tempera- and packing house tile with ture of 60 to 90OF (20 to 32°C) for a period of 48 epoxy hours prior to use. A-4.4.2.2.1 .Refer to epoxy manufacturer's direc- A-4.4.1.2 Epoxies are supplied as two or more tions. separate parts that shall be mixed together on the job at the time of use.Separate parts shall be be less than "Average uniform contact area shall not pro- portioned exactly and mixed thoroughly. C be less n 80%. A-4.4.1.3 Follow the manufacturer's directions for proportioning and mixing of the epoxy, including L A-4.4.2.2.3 3 If 95% coverage is specified in the pre-mixing of separate parts before combination, project specifications,back butter each tile with bond when required. coat; or select a notched trowel sized to facilitate the proper coverage, key the mortar into the sub- strate with the flat side of the trowel,and comb with A-4.4.2 Installation of the the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or A-4.4.2.1 General other means to achieve specified coverage. The method used should produce maximum coverage A-4.4.2.1.1 Installation of the for floors shall in- with the corners and edges fully supported. Peri- odically remove and check a tile to assure that proper clude base, cove, saddles, gutters, etc. where re- quired. coverage is being attained. A-4.4.2.2.4 Use spacers when necessary on ver- A-4.4.2.1.2 Tile shall not be set in epoxy on wet tical backings to maintain evenjoint.width. surface unless specifically authorized by the epoxy manufacturer. A-4.4.2.2.5 Remove epoxy that has taken an ini- tial set from the substrate and replace with fresh A-4.4.2.1.3 Apply epoxy with flat side of trowel to epoxy prior to installing tile. completely cover substrate.Using a notched trowel of type recommended by epoxy manufacturer,comb epoxy to obtain an even setting bed without scrap- A-4.4.2.2.E Immediately remove any epoxy that ing substrate.After beating in, achieve an average gets on the face of tile. thickness of 1/16 inch(1.6 mm)for ceramic mosaic 46 r A-4.4.2.3 Setting ceramic mosaic tile with A-4.4.3.4 Force epoxy into joints using a hard epoxy rubber grouting trowel or other suitable tool recom- mended by epoxy manufacturer. Use sufficient pres- sure and flow epoxy into joints progressively to avoid A-4.4.2.3.1 Refer to epoxy manufacturer's direc- air pockets or voids. Keep an adequate joint depth tions. open for grouting.Spacing mixes are not permitted. Tiles thicker than 1/2-inch are recommended when using methods described in Paragraphs A-4.4.2.4 A-4.4.2.3.2 Install mounted tile sheets into epoxy and A-4.4.2.5. to assure a smooth surface and to obtain at least 80%contact between tile and epoxy. A-4.4.3.5 Remove all excess epoxy from sur- face of tile with a squeegee or rubber trowel before A-4.4.2.3.3 Use spacers when necessary on ver- it loses its plasticity or begins to set. Immediately tical backings to maintain even joint width. perform final clean-up in accordance with epoxy . manufacturer's directions. A-4.4.2.3.4 If tile is face mounted, remove paper and glue within one hour after tiles are set and ad- A-4.4.3.6 Epoxy shall not be allowed to harden just all tiles that are out of line or level.Use no more on face of tile. water than necessary in removing paper. A-4.4.2.3.5 Remove epoxy that has taken an ini- A-4.4.3.7 Joints grouted with epoxy shall befilled to provide a contoured depression no deeper tial set from the substrate and replace with fresh than 3/64 inch (1 mm) for a than (6 mm) wide epoxy prior to installing tile. joint, and 1/16 inch (2 mm) for a 3/8 inch (10 mm) wide joint. A-4.4:2:3.6 Immediately remove any epoxy,that gets on the face of tile. A-4.4.4 Curing A-4.4.2.4 Setting tile with dry-set portland A-4.4.4.1 Keep installation at a temperature of cement mortar or latex-portland cement mor- 65 to 850F (18 to 29°C) during the first 8 hours of tar: When tiles are specified in project specifica- cure. Shade area completely from sun during this tions to be set with dry-set portland cement mortar period.Before, during, and after grouting,the area or latex-portland cement mortar, install in accor- must be kept clean, dry, and free from foreign ma- dance with ANSI A108.5 (Section A-4.3). terials such as construction dirt, portland cement, plaster, and other contaminants which could inter- A-4.4.2.5 Setting the with portland cement fere with the setting and curing of the epoxy. mortar:When tile is specified in,project specifica tions to be set with,portland cement mortar, install End of ANSI A108.6 - 1999 in accordance with ANSI A108.1 A(Section A-4.1 a) or ANSI A108.1 B (Section A-4.1 b.). A-4.4.3 Grouting of tile with epoxy A-4.4.3.1 Before grouting,all tiles must be firmly set, all paper and glue removed from face of mounted tiles, and all spacers, strings, ropes, or pegs removed. A-4.4.3.2 Grouting shall be done in accordance with the manufacturer's instructions. A-4.4.3.3 Refer to epoxy manufacturer for how soon grouting can be performed. 47 log , s� A-4.5 Installation of ceramic tile with facturers special preparation procedure directly over chemical resistant furan resin concrete substrate to secure proper bond of furan mortar and grouf;ANSI A108.8...✓ mortar. — 1999 A-4.5.2.1.3 Follow manufacturer's directions for mixing, handling, and installing of furan materials. Applicable portions of Section A-1 through A-3 are a part of these A108.8 installation specifications. A-4.5.2.2 Packing house tile and This specification describes the minimum require- corrosion resistant membrane ments for the installation of ceramic tile with chemi- construction cal resistant furan resin mortar and grout. A-4.5.2.2.1 This method of construction generally A-4.5.1 Mixing chemical resistant furan requires the use of 1-3/16 inch(30.2 mm)minimum resin mortar and grout thickness of tile. A-4.5.1.1 Store furan materials in a clean, dry A-4.5.2.2.2 Corrosion resistant membrane con- place under cover, out of direct sunlight, at a tem- struction is utilized when jobsite conditions require perature of 65 to 85°F (18 to 29°C)for a period of imperviousness and/or resistance to aggressive 48 hours minimum prior to use. If lower or higher chemical environments.Consult manufacturers for substrate temperatures are expected,consult mor- assistance in proper selection of membranes. tar or grout manufacturer. A-4.5.2.2.3 Properly sloped substrates onto which A-4.5.1.2 Furans are supplied as two-.compo- membranes are applied shall be clean and dry un- nent materials that are mixed together on the job at less otherwise specified by the manufacturer. the time of use.Stir liquid resins before using.Mor- tars and grouts are prepared by combining and mix- A-4.5.2.2.4 Apply furan bond coat to completely ing thoroughly the appropriate ratio of powder into cover the membrane. After setting and beating-in the liquid resin to form a workable mix. the tile, the furan bond coat thickness, when mea- sured from the top of membrane to bottom of flat tile or tile rib,shall be minimum 3/32 inch(2.4 mm), A-4.5.1.3 Mixing ratios may vary slightly de- in an applied position.If furan partially sets,remove pending on temperature and working conditions. and replace with fresh furan prior to setting tile. Follow the manufacturers recommendations for per- missible variances in ratios of components to in- sure proper cure and performance of the mortar or A-4.5.2.2.5 Spacing mix shall not be used be- grout. tween tile. A-4.5.2 Installation of tile A-4.5.2.2.6 ilf 95% coverage is specified in the project specifications,back butter each tile with bond coat; or select a notched trowel sized to facilitate A-4.5.2.1 General the proper coverage, key the mortar into the sub- strate with the flat side of the trowel,and comb with A-4.5.2.1:1 Installation of quarry,paver,and pack- the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a ing house tile for floors and walls shall include base, direction perpendicular to the combed ridges, or cove, saddles, gutters,.trim etc.where required. other means to achieve specified coverage. The [method used should produce maximum coverage, A-4.5.2.1.2 Furan mortar bond coats utilize acid with the corners and edges fully supported.Peri catalysts to make them cure; consequently, they odically remove and check a tile to assure that proper cannot be applied as a bond coat directly to an al- coverage is being attained. kaline substrate or one containing portland cement without special preparation.Alkalinity in the substrate A-4.5.2.2.7 Predicated on job requirements, the will neutralize the acid catalyst resulting in an in- bond coat can be eliminated and tile set directly on complete cure of the furan bond coat. Use manu- 48 the membrane and joints only grouted with furan A-4.5.2.4 Setting tile with dry-set portland grout.If grooved-back the are used,the grooves shall cement mortar or latex-portiand cement mor- be filled with furan mortar in order to eliminate tar: When tile for floors and walls are specified in trapped air and prevent grooves from being filled project specifications to be set with dry-set mortar with corrosive and unsanitary materials that might or latex-portland cement mortar, install in accor- penetrate the tile or joints. dance with ANSI A108.5 (Section A-4.3). A-4.5.2.3 Setting quarry tile, paver tile; A-4.5.2.5 Setting tile with portland cement and packing house tile in epoxy mortar:When tile for floors and walls are specified and grouting with furan in project specifications to be set with portland ce- ment mortar, install in accordance with ANSI A108.1 A (Section A-4.1 a) or ANSI A108.1 B (Sec- A-4.5.2.3.1 Follow manufacturer's directions for tion A-4.1 b). mixing,handling,and installing epoxy and furan ma- terials. A-4.5.2.E Grouting of tile with furan grout A-4.5.2.3.2 Unless otherwise specified,press tile A-4.5.2.6.1 When setting tile in accordance with firmly into position to obtain at least 80%coverage of epoxy on the back of each tile. Paragraphs A-4.5.2.4 and A-4.5.2.5 of this standard, it is generally required that the joints be acid washed, rinsed with water, and dried prior to grouting with A-4.5.2.3.3 Apply epoxy bond coat to completely furan grout. Phosphoric, hydrochloric, or sulfamic cover the substrate.After setting and beating-in the acid in 10 to 15%concentration are acceptable for tile,the epoxy bond coat thickness,when measured the acid washing procedure.Acid washing provides from top of substrate to bottom of flat tile or tile rib a clean,vertical tile edge for optimizing bond while shall be minimum 3/32 inch(2.4 mm),in an applied minimizing potential grout contamination, thus in- position. suring proper cure of the furan grout joint.Consult furan grout manufacturer for confirmation of joint A-4.5.2.3.4 If 95% coverage is specified in the preparation recommendations. project specifications,back butter each tile with bond coat; or select a notched trowel sized to facilitate A-4.5.2.6.2 Follow manufacturer's instructions for the proper coverage, key the mortar into the sub- required setting time and temperature limitations strate with the flat side of the trowel,and comb with before grouting. the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or A-4.5.2.6.3 When grouting with furans, it is re- quired that the face of the the be given a coat of other means to achieve specified, coverage.The method used should produce maximum coverage paraffin wax prior to installation in order to prevent with the corners and edges fully supported. Perk staining of the tile.(See Paragraph A-2.1.15.1.) odically remove and check a tile to assure that proper coverage is being attained. NOTE—When abrasive surface tile is used, addi- tional coats of paraffin wax may be required. A-4.5.2.3.5 Use spacers when necessary on ver- I tical applications in order to maintain even joint A-4.5.2.6.4 Rake joints as required to insure joints widths. Remove spacers prior to grouting. are grouted to at least 75%of the joint depth.Spac- ing mixes are not permitted. Force furan into joints A-4.5.2.3.E If epoxy has partially set, remove and using a rubber grouting trowel or other suitable tool replace with fresh epoxy prior to bedding the tile. recommended by the grout manufacturer.Use suf- ficient pressure and flow furan into joints progres- sively to avoid air pockets or voids. Quarry, paver, A-4.5.2.3.7 If tile is not waxed, immediately re- or packing house tile with a nominal minimum thick- move any epoxy that gets on face of the tile accord- ness of '/z-inch (12 mm) and conforming to ANSI ing to manufacturer's instructions. A137.1 are recommended when using the setting methods described in Paragraphs A-4.5.2.4 and A- 4.5.2.5. 49 A-4.5.2.6.5 Prior to the furan beginning to set,re- move all excess furan from the surface of tile with a squeegee or rubber trowel by pulling trowel diago- nally across the tile. For final clean-up,follow grout manufacturer's directions. A-4.5.2.7 Curing A-4.5.2.7.1 Keep installation surface at 65 to 850E (18 to 290C)during the first 8 hours of cure.Before, during, and after grouting, the area must be kept clean and dry and free from foreign materials such as construction dirt, portland cement, plaster, and other contaminants, which could interfere with the setting and curing of the furan grout. Shade area completely from sun during the curing period. As soon as the material has hardened sufficiently, as evidenced by no staining when rubbing a cloth over the surface of the joints, steam cleaning to remove protective wax coating may commence. LEnd of ANSI A108.8 1999 50 � A-4.6 Installation of ceramic the with insure a minimum thickness of 3/32 inch (2 mm) . modified epoxy emulsion between tile and backing after tile has been beat mortar/grout ANSI A108.9— into place.Tile shall not be applied to skinned-over material. 1999 A-4.6.2.1.4 Apply only amount of modified epoxy Applicable portions of Section A-1 through A-3 are emulsion that can be covered with tile before initial a part of these A108.9 installation specifications. set.Temperature affects set time.Test sections shall be tried before tiling large areas. This specification describes the minimum require- ments for the installation of ceramic tile with modi- A-4.6.2.1.5 Spacing mix shall not be used be- fied epoxy emulsion mortar/grout.This type of in- tween tiles. stallation is not designed for chemical resistance. A-4.6.2.2 Setting quarry tile, paver tile, A-4.6.1 Mixing modified epoxy emulsion and packing house tile mortar/grout A-4.6.2.2.1 Follow modified epoxy emulsion A-4.6.1.1 Store modified epoxy emulsion mate- manufacturer's directions for mixing, handling, and rials at a temperature of 60 F to 90OF (20 to 32°C) installation of materials. for a period of 48 hours prior to use. A-4.6.2.2.2 Remove modified epoxy emulsion that A-4.6.1.2 Modified epoxy emulsions are sup- has set from the substrate and replace with fresh plied as three separate parts that shall be mixed material prior to installing tile. together on the job at the time of use. Separate parts shall be proportioned exactly and mixed thor- oughly. A-4.6.2.2.3 Unless otherwise specified,press tile - firmly into position to obtain at least 80%coverage of modified epoxy emulsion on the back of each A-4.6.1.3 Follow the manufacturer's directions tile. for proportioning and mixing of the modified epoxy emulsion, including pre-mixing of separate parts before combination,when required. �A-4.6.2.2.4 If 95% coverage is specified in the project specifications,back butter each tile with bond coat; or select a notched trowel sized to facilitate A-4.6.2 Installation of the the proper coverage, key the mortar into the sub- strate with the flat side of the trowel,and comb with A-4.6.2.1 General the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or A-4.6.2.1.1 Installation of tile for floors shall also other means to achieve specified coverage.The include base,cove,saddles, gutters,etc.where re- method used should produce maximum coverage,^ quired. with the corners and edges fully supported. Perk odically remove and check a tile to assure that proper coverage is being attained. A-4.6.2.1.2 Tile shall not beset in modified epoxy emulsion on any surface unless specifically recom- A-4.6.2.2.5 Immediately remove any mortar that mended by the manufacturer. gets on the face of tile. A-4.6.2.1.3 Apply modified epoxy emulsion with flat side of trowel over an area no greater than can A-4.6.2.3 Setting ceramic mosaic the be covered with tile while modified epoxy emulsion remains workable. Using a notched trowel of type A-4.6.2.3.1 Refer to mortar manufacturer's direc- recommended by modified epoxy emulsion manu- tions. facturer, comb material to obtain even setting bed. Cover surface uniformly with sufficient material to 51 A-4.6.2.3.2 Remove modified epoxy emulsion that has set from the substrate and replace with fresh material prior to installing tile. A-4.6.2.3.3 Install mounted tile sheets into mor- tar to assure a smooth surface and to obtain es- sentially 100%contact between tile and epoxy. A-4.6.2.3.4 If tile is face mounted, remove paper within one hour after tile is set and adjust all tiles that are out of line or level.Use no more water than necessary in removing paper and glue. A-4.6.2.3.5 Immediately remove any mortar that accidentally gets on the face of the tile. A-4.6.3 Grouting of tile with modified epoxy emulsion A-4.6.3.1 Refer to modified epoxy emulsion-, manufacturer's specific directions for grouting. A-4.6.3.2 Allow 48 hours to elapse before grout- ing tile set in epoxy A-4.6.3.3 Force modified epoxy emulsion into joints using a hard rubber grouting trowel or other suitable tool recommended by manufacturer.Fill all joints full and even with surface of tile or to depth of cushion with cushion-edge tile.Use sufficient pres- sure and flow modified epoxy emulsion into joints .progressively to avoid air pockets or voids. A-4.6.3.4 Remove all excess grout from surface of tile with a squeegee or rubber trowel before it loses its plasticity or begins to set. For final clean- up, follow manufacturer's directions. A-4.6.3.5 Modified epoxy emulsion shall not be allowed to harden on face of tile. A-4.6.4 Curing ,A-4.6.4.1 Keep installation at a temperature of 65 to 850F (18 to 29°C) during the first 8 hours of cure. Shade area completely from sun during this period.Before, during, and after grouting, the area must be kept clean, dry, and free from foreign ma- terials such as construction dirt, portland cement, plaster,and other contaminants which will interfere with the setting and curing,of the epoxy rEnd of ANSI A108.91— 1999) 52 { j091 tz) A-4.7 Installation of grout in tilework mm)wide,and 1:3 for joints over 1/2-inch(12.5 mm) GANSI A108.10--1999 wide.Up to 1/5-part lime may be added. Applicable portions of Section A-1 through A-3 are A-4.7.3.5.2 Standard cement grouts a part of this ANSI A108.10 installation specifica- tion. Standard sanded cement grout:A factory prepared mixture of cement,graded sand,and otheringredi- A-4.7.1 Scope ents to produce a water-resistant,dense, uniformly colored material, meant for joints of 1/8 inch width or greater. A-4.7.1.1 This specification describes the mini- mum requirements for grouting ceramic tile with sand-portland cement grout, standard sanded ce- Standard unsanded cement grout: A factory pre- ment grout,standard unsanded cement grout,poly- pared mixture of cement and additives that provide mer modified sanded tile grout,and polymer modi- Water retentivity, meant for joints of.1/8 inch width fied unsanded the grout. or less. A-4.7.2 Environmental conditions A-4.7.3.5.3 Deleted 1999. A-4.7.2.1 Grouting and curing shall be per- A-4.7.3.5.4 Polymer modified tile grout formed at temperatures between 50 and 100°F(10 ; to 380C). Polymer modified unsanded tile grout:A factory pre- pared mixture of cement and other ingredients in-... A-4.7.2.2 Uniform curing conditions shall be pro corporating a polymer in the form of a redispersable vided or maintained at the job-site. powder(to which only water is added at the jobsite) or a liquid latex admixture.When added in a latex form it is added as a replacement for part or all the A-4.7.3 Materials mixing water.These grouts are designed for instal- lation in joints,of 1/8 inch width or less. A-4.7.3.1 Aggregate.Sand in accordance with ASTM C144.Fine sand shall be clean,graded,and Polymer modified sanded tile grout:A factory pre- pass a 16-mesh screen. pared mixture of cement, sand, and other ingredi- ents incorporating a polymer in the form of a redispersable powder(to which only water is added A-4.7.3.2 Portland cement:ASTM C150,Type at the jobsite) or a liquid latex admixture. When I or III, gray or white as specified.:, added in a latex form it is added as a replacement for part or all of the mixing water.These grouts are A-4.7.3.3 Water:Clean and potable,for mixing designed for installation in joints of 1/8 inch width or with grout and for clean up. greater.The maximum allowable joint width is des- ignated by the,grout manufacturer A-4.7.3.4 Hydrated lime:ASTM C206 Type S or ASTM C207 Types. A-4.7.4 Site conditions and preparation A-4.7.3.5 Grout A-4.7.4.1 Before grouting,all tiles must be firmly { set, all paper and glue removed from face of mounted tiles, and all spacers, strings, ropes, or A-4.7.3.5.1-Sand-portland cement grout, pegs removed. An on-the-job mixture of 1-part portland cement to A-4.7.4.2 Insure that all foreign material and job'A 1-part fine graded sand is:used for joints up to 1/8 site debris are removed from the open joints before inch,(3 mm) wide, 1:2 for joints up to 1/2-inch (12.5 grouting. 53 1 A-4.7.4.3 Remove any excessive setting mate- A-4.7.6.4 All grout joints shall be uniformly fin- rial present in the open grout joints. ished.Cushion edge tile shall be finished evenly to the depth of the cushion. A-4.7.5 Mixing grout A-4.7.7 Cleaning A-4.7.5.1 General A-4.7.7.1 See appropriate grout specification and/or manufacturer's recommendations for clean- A-4.7.5.1.1 Machine mixing of grout is preferred ing of tile after grouting.Final clean-up shall be done to assure a uniform blend.To prevent trapping air by finishing or polishing with a terry cloth or similar bubbles into the prepared grout, use a slow speed pad. mixer. A-4.7.5.1.2 Slake for 15 minutes. A-4.7.8 Curing. A-4.7.5.1.3 The water or latex additives used for A-4.7.8.1 It is recommended that sand-portland g with the dry grout shall be measured accu- cement grout be damp cured to sufficiently hydrate mixing cement. For standard sanded cement grout, stan- . dard unsanded cement grout, polymer modified sanded tile grout, and polymer modified unsanded A-4.7.5.2 Mixing standard sanded cement tile grout,follow the manufacturer's instructions.(See grout, standard unsanded Paragraph A-1.5) cement grout,polymer modified sanded tile grout, and polymer CEnd of ANSI A108.10 — 1999 modified unsanded tile grout A-4.7.5.2.1 Mix grout in accordance, with manufacturer's printed instructions. A-4.7.5.2.2 Deleted 1999. (See Paragraph A- 4.7.5.2.1.) A-4.7.5.3. Deleted 1999. (See Paragraph A- 4.7.5.2.1.) A-4.7.6 Installing grout A-4.7.6.1 Use caution, when grouting glazed ceramic tiles to prevent scratching or damaging the surface of the tile. A-4.7.6.2 Dampen dry joints prior to grouting with sand-portland cement grout,standard sanded. cement grout, standard unsanded cement grout, polymer modified sanded tile grout, and polymer modified unsanded tile grout.Do not leave puddles of water in the joints before grouting. A-4.7.6.3 Keep an adequate joint depth open for grouting.Force a maximum amount of grout into the joints. 54 .y. A-4.8 Interior installation of testing.CBU's as a substrate for the installation of cementitious backer units ceramic tile.It provides a basis for promoting proper ANSI A108.11 — 1999 installation of CBU's as specified herein. These voluntary standards define the interior instal- A-4.8.1.3 Standards lation, test methods, and physical properties of cementitious backer units (CBU's) as a substrate The following standards and specifications are re- for the installation of ceramic tile.They are intended ferred to in the body of these standards by designa- to serve as a guide to the general public, manufac- tions only and form a part of these standards as turers,architects,installing mechanics,testing labo- modified and specified herein. Current edition of ratories,and other businesses and professionals in these standards and specifications should be uti- producing, specifying, installing, and testing lized at all times. cementitious backer units. While the existence of these standards do not in American Society forTesting and Materials any respect preclude anyone, including those who (ASTM): have accepted them, from manufacturing, market- ing, purchasing, or using products, processes, or A 653-96 Specification for steel sheet, zinc-coated procedures not conforming to these standards,pro- (galvanized)or zinc iron alloy-coated(galvannealed) ducers of CBU's made in conformance with these by the hot-dip process standards are encouraged individually to indicate such conformance in advertising, promotion, and labeling. C 645-96a Specification for non-load (axial) bear- ing steel studs, runners (track), and rigid furring It is recognized that ceramic the is installed over a channels for screw applications of gypsum board variety of substrates each of which possesses its own performance characteristics.In critical perfor- C 955-94 Specification for load bearing(transverse mance areas such as those exposed to moisture or and axial)steel studs, runners (track), and bracing impact, materials which are unaffected by moisture or bridging, for screw application of gypsum board and have high compressive strengths are more suit- and metal plaster bases. able. A-4.8.2 General installation The quality and performance of CBU's is determined requirements by a number of factors, but most importantly the ability to remain unaffected by moisture while main- taining structural integrity.These standards promote A-4.8.2.1 Delivery, storage, and handling .. long-term performance of CBU's as a substrate for of materials at project site ceramic the installations. A-4.8.2.1.2 Materials shall be delivered in un- opened packages and stored in an enclosed shel- ter providing protection from damage and exposure A-4.8.1.1 Scope to the elements. Damaged materials shall be re- moved from the premises. This standard covers cementitious backer units A-4.8.2.2 Environmental conditions (CBU's) when used as a substrate for the installa- tion of ceramic tile in interior applications. A-4.8.2.2.1 During CBU and tile installation, am- A-4.8.1.2 Purpose bient room temperatures shall be maintained within the range of 50 to 100 F (10 to 38 C).Ventilation shall be provided. This standard is for the use of manufacturers of CBU's,architects, installing mechanics,and testing laboratories in producing,specifying,installing,and 55 A-4.8.3 Materials A-4.8.4.1.2 Support framing shall be designed for a maximum allowable assembly deflection of U360 A-4.8.3.1 Cementitous backer units shall con- under all intended live loads. form to ANSI All 18.9. A-4.8.4.1.3 Framing members shall be spaced a A-4.8.3.2 Fasteners maximum of 16 inch (406 mm) on center. A-4.8.4.2 Wood framing requirements A-4.8.3.2.1 For wood framing, use corrosion re- sistant roofing nails (11ga x 3/8 inch HD) such as hot-dipped galvanized,or equal,of sufficient length A-4.8.4.2.1 Wood framing shall meet the follow- to penetrate the wood framing a minimum of 3/4 ing minimum requirements for proper performance inch (19 mm) or corrosion resistant wood screws of CBU's. (minimum No. 8-18 x 3/8 inch HD ribbed wafer). Screw length must provide a minimum of 3/4 inch A-4.8.4.2.2 Wall framing lumber shall be of a (19 mm)thread engagement. grade suitable for its intended use, and shall be a minimum 2 x 4 inch, nominal (38 x 89 mm, actual), A-4.8.3.2.2 For steel framing, use corrosion re- and shall bear the grade mark of a recognized in- sistant screws (minimum No. 8-18 x 3/8 inch HD spection agency ribbed wafer). Screw length must provide a mini- mum 1/4-inch (6mm)thread engagement. A-4.8.4.2.3 All framing lumber shall have a mois- ture content not in excess of 19% at time of CBU A-4.8.3.3 Miscellaneous application. A-4.8.3.3.1 Tape: Coated glass fiber mesh tape A-4.8.4.3 Steel framing requirements as required for joint treatment by CBU manufac- turer. A-4.8.4.3.1 Steel framing shall meet ASTM C955 "Load bearing (transverse and axial) steel studs, A-4.8.3.3.2 Bonding materials: runners (track), and bracing or bridging for screw application of gypsum.board and metal plaster bases,"or ASTM C645 "Specification for non-load A-4.8.3.3.2.1 Organic adhesive manufactured in (axial)bearing steel studs,runners(track),and rigid conformance with ANSI A-136.1,Type 1. furring channels for screw application of gypsum board"including the requirements specified in Sec- A-4.8.3.3.2.2 Dry-set portland cement mortar manu- tions A-4.8.4.3.1.1 and A-4 8.4.3.1.2. factured in conformance with ANSI A-118.1. A-4.8.4.3.1.1 Steel framing shall meet the design A-4.8.3.3.2.3 Latex-Portland cement mortar manu- criteria for the intended use, with the additional re- factured in conformance with ANSI A-118.4. quirement that the minimum base metal thickness, individual measurement, shall be not less than 20 gauge (0.033") (0.84 mm). A-4.8.4 General. Framing requirement A-4.8.4.3.1.2 Steel shall have a minimum G60 gal- A-4.8.4.1 Framework shall meet the minimum vanized coating per ASTM A653. requirements of Paragraph A-3. - A-4.8.4.4 Walls A-4.8.4.1.1 Framing members shall be straight, plumb or level, of uniform dimension, and aligned A-4.8.4.4.1 Studs shall be furred out flush with to provide square corners.Maximum variation from face of receptors and heavy gauge anchor plates. required plane shall be 1/4 inch in 10 feet(6 mm in Install required blocking or headers to support all 3 m)for floor joists, wall studs, and ceiling joists. plumbing fixtures, soap dishes, grab bars, towel racks, and other accessories. 56 A-4.8.4.5 Subfloor A-4.8.5.1.3 Drill holes in CBU for relief around pro- truding bolts and screwheads.Fill holes with the tile A-4.8.4.5.1 Place 19/32 (16 mm) or thicker ply- setting material wood, with Exposure 1 or Exterior durability classi- fication and meeting the minimum requirements of A-4.8.5.1.4 Apply CBU's to framing with long di- local building codes and Paragraph AN-3.4.1.2 — mension across framing.Center end or,edge joints with the long dimension across the wood or steel on framing and stagger joints in adjacent rows. joists spaced a maximum 16 inch(406 mm)on cen- Space ends and edges in accordance with ter.A 1/4-inch(6 mm)bead of construction adhesive manufacturer's recommendations. shall be applied to the center of the top of the joists. A-4.8.5.1.5 Select fastener to be used as speci- A-4.8.4.5.2 Position plywood and fasten to steel fied in Paragraph A-4.8.3.2 herein and fasten to joists with screws as specified by steel joist manu- wood or steel framing placing nails or screws a facturer.Locate screws not more than 6 inches(152 maximum of 8 inch(203 mm)on center.Alternative mm) on center along panel edges and 12 inches fasteners and fastener spacing are permitted where (305 mm) on center at intermediate supports. equivalent CBU structural performance can be docu- mented. A-4.8.4.5.3 Fasten to wood joists.with 6 d ring shank nails located not more than 6 inches (152 A-4.8.5.1.E Provide additional blocking where re- mm) on center along panel edges and 12 inches quired to permit proper attachment.Edges or ends (305 mm) on center at intermediate supports. . of unit parallel to framing shall be continuously sup- ported. A-4.8.4.E Ceilings A-4.8.5.1.7 Hold CBU firmly in contact with fram- ing while driving fasteners.Do not overdrive screws A-4.8.4.6.1 Steel ceiling joists or furring channels and replace any screws that are stripped. Where 20 gauge (0.033 inch[0.84 mm]) or heavier shall CBU joints meet on steel framing members, attach be spaced a maximum 16 inches(406 mm)on cen- CBU to web side of flange first. ter. A-4.8.5.2 Floors A-4.8.4.6.2 Framing shall be capable of support- ing the total ceiling system dead load, including in- sulation,ceramic tile,bonding materials,and CBUs, A-4.8.5.2.1 Install CBU over plywood subfloor as with a deflection not exceeding U360. described in Paragraph A-4.8.4.5 after application of a coat of mortar or adhesive to the subfloor fora minimum thickness of 3/32 inch (2 mm) coverage A-4.8.5 General applications to provide for uniform support between the cementitious backer unit and the subfloor. If CBU manufacturer recommends use of organic adhesive, A-4.8.5.1 Walls follow adhesive manufacturer's instructions. CBU shall be placed and secured before setting material A-4.8.5.1.1 In tub and shower areas after the in- films over. stallation of the tub,shower pan,or receptor,precut CBU to proper size and make necessary cut-outs. A-4.8.5.2.2 Stagger CBU joints so as not to coin- cide with joints in subfloor. CBU must be fastened .A-4.8.5.1.2 install moisture retarding membrane with screws or nails 8 inches (20 cm) on center in if required by local building code.Place and fasten the field and around all edges. CBU's on studs according to manufacturer's require- ments.For steel framing,begin fastening at the bot- A-4.8.5.3 Countertops tom or edge nearest to the runner or track and con- tinue fastening. A-4.8.5.3.1 Sawcut dot and dash cuts 6 to 8 inches(150 to 203 mm)on center through the thick- ness of 23/32 inch(17 mm)or thicker plywood with Exposure 1 or Exterior durability classification. 57 A-4.8.5.3.2 Position ends and edges of properly Appendix limitations and explanations sized plywood sheets over cabinet supports. Glue and nail or screw sheets to the supports. Locate fasteners not more than 6 inches(152 mm)on cen- [This Appendix is not part of American National ter over the supports. Standard A108.11] A-4.8.5.3.3 Apply a waterproof membrane to ply- wood face and edges in areas subject to high mois- 1. CBU's cannot be used as structural load-bear- ture or steam. ing members unless approved by manufacturer and recognized for use by local building codes. A-4.8.5.3.4 Install CBU over plywood using bond- ing material described in Paragraph A-4.8.3.3.2 2, Do not use paper tape for joint treatment. Do herein and as required by CBU manufacturer.Ap- ply a coat of the material to the plywood for a mini- not apply ceramic tile to a CBU where the joints mum thickness of 3/32 inch (2 mm) coverage to have been filled with gypsum board joint com- provide for uniform support between the CBU and pound and/or paper tape. the plywood.If CBU manufacturer recommends the use of organic adhesive, follow adhesive manufacturer's instructions. 3. CBU's cannot be used on floors that are sloped to a drain. A-4.8.5.3.5 Place and secure CBU's before bond- ing material films over.Fasten CBU with screws or 4. Do not use dry wall nails to install CBU's. nails 8 inches (203 mm) on center in the field and Y around all edges. 5. When CBU's are used on countertops,be sure A-4.8.5.4 Ceilings cabinet is level prior to CBU installation. A-4.8.5.4.1 Apply CBU to framing with long dimen- 6. All references to plywood conform to recom- sion across framing spaced a maximum of 16 inches mendations and terminology of APA-The En- (406 mm) on center. Center end joints on framing gineered Wood Association. and stagger joints in adjacent rows. Fit ends and edges according to manufacturer's requirements. Fasten unit to steel with 1-1/4 inch(31.8 mm)screws 7• Special materials:There are certain items re- and wood framing with a 1-5/8 inch(41 mm)screws quired forthe proper installation of cementitious or 1-1/z(38 mm)nails spaced a maximum of 6 inches backer units.Follow manufacturers recommen- (152mm) on center. For type of fastener see Para dation for use of these materials: graph 4.8.3.2.1. -Carbide-tipped scoring tools used to score the A-4.8.5.5 Joint treatment: floors, walls, boards: and ceilings -Coated glass fiber mesh tape used to cover A-4.8.5.5.1 Fill all joints of CBU's with tile setting the joints. material and tape according to manufacturer's re- quirements. End of ANSI A108.11 — 1999, 58 /08,1 a A-4.9 Installation of ceramic tile with tional mortar, or other ingredients after slaking pe- EGP (Exterior glue plywood) riod. latex-portland cement mortar ANSI A108.12 — 1999. A-4.9.1.3.3 Mortar consistency shall be such that when applied with the recommended notched trowel to the plywood,the ridges formed in the mortar shall Applicable portions of Sections A-1 through A-3 are not flow or slump. a part of these A108.12 installation specifications. A-4.9.1.3.4 During use, remix mortar occasion- NOTE—This specification covers installation of ce- ally.Additional liquid or fresh materials shall not be ramic tile over Exterior or Exposure 1 plywood in added after initial mixing. Mortar shall not be used interior, dry or limited water exposure areas only after initial set. with EGP latex-portland cement mortar.Plywood is not a recommended substrate for ceramic tile on walls, ceilings, or in wet areas. A-4.9.1.4 Applying EGP latex-portland cement mortar A-4.9.1 Installation of tile for floors A-4.9.1.4.1 Insert temporary filler in movement joints. A-4.9.1.1 General A-4.9.1.4.2 Clean surface thoroughly. A-4.9.1.1.1 Only those cementitious materials which have been specifically designed and approved by the manufacturer for bonding to wood substrates A-4.9.1.4.3 Follow the manufacturer's directions in accordance with Paragraph AN-3.4.3 may be used for treatment of gaps between adjacent sheets of for bonding to Exterior or Exposure 1 plywood which plywood. Key the setting material into the plywood has been properly installed in accordance with Para- by applying mortar with flat side of trowel over an graph AN-3.4.3. area no greater than can be covered with tile before the mortar skins over. Using a notched trowel of type recommended by mortar manufacturer, comb A-4.9.1.2 Preparation of surface mortar to obtain even setting bed. Cover surface uniformly with no bare spots, and with sufficient mortar to insure a minimum mortar thickness of 3/ A-4.9.1.2.1 Clean surface of plywood and 1/8 inch 32 inch (2mm) between tile and plywood after tile (6mm)gaps between sheets of plywood thoroughly has been embedded.Tile shall not be applied to skinned-over mortar. A-4.9.1.3 Mixing EGP. latex-portland cement mortar A-4.9.1.5 Setting tile A-4.9.1.3.1 Mix EGP latex-portland cement mor- A-4.9.1.5.1 Press tile into freshly combed mortar, tar in accordance with the following directions, un- insuring mortar contact with tile while maintaining less mortar manufacturer's instructions differ. accurate joint alignment and spacing.Keep an ad- equate joint depth open for grouting. A-4.9.1.3.2 Add dry ingredients to proper amount of water or liquid latex recommended by the manu- A-4.9.1.5.2 Thoroughly embed all tile or tile as- facturer. semblies to obtain maximum contact and penetra- tion of mortar into the back of each tile, or back of Mix and slake according to the manufacturer's in- each tile and back mounting material.Average con- structions.In the absence of manufacturer's instruc- tact area shall not be less than 80%when no less tions,mix slowly and thoroughly and let mortar stand than three tiles or tile assemblies are removed for for 15 minutes; then remix. Do not mix with high inspection. speed mechanical mixer. Mechanical mixers must be 300 RPM or lower.Do not add water,latex,addi- 59 A-4.9.1.5.3 Certain rib-backed or button-backed tile may require trowelling a layer of mortar on the back of each tile prior to placing on the combed mortar bed. A-4.9.2 Grouting of the A-4.9.2.1 Tile shall be firmly set before grout- ing. Follow the setting material manufacturer's rec- ommendations. A-4.9.2.2 Before grouting all paper and glue shall be removed from face of mounted tile and all spacers, strings, ropes, and pegs removed. A-4-9.2.3 Install and cure grout in accordance with appropriate American National Standard: A108.6 Chemical resistant epoxy grout; A108.9 Modified epoxy emulsion grout; or A108.10 Instal- lation of grout. (,End of ANSI A108.12 — 1999 60 A-4.1 ns a ation of load bearing, A-4.10.4 Installation of ceramic the over bonded,waterproof membranes cured membrane for thin-set ceramic tile and dimension stone.'ANSI A108.13 '� A-4.10.4.1 Tile installation materials must be — 1999 specified by the membrane manufacturer for proper bonding to their individual membranes.Latex-port- Applicable portions of Section A-1 through A-3 are land cement mortars (ANSI A118.4), Organic ad- a part of this ANSI A108.13 installation specifica- hesives(ANSI A136.1), or water cleanable tile-set- ting epoxy adhesives(ANSI A118.3)should be ap- tion. plied to the cured membrane in accordance with the appropriate ANSI A108 specification. A-4.10.1 Scope A-4.10.5 Grouting of tile A-4.10.1.1 This specification is a guideline for in- stalling waterproof membranes that comply with A-4.10.5.1 Before grouting,all tiles must be firmly ANSI Al 18.10. Use of such a membrane does not set,all paper and glue removed from face mounted change industry requirements for the installation of the and all spacers, strings, ropes, and pegs re- tile, including proper movement joint placement. moved. A-4.10.2 Application of membrane to A-4.10.5.2 Consult grouting material manufac- substrate turer prior to grouting. A-4.10.2.1 There are many types of waterproof A-4.10.5.3 Install and cure grout in accordance membrane systems available that comply with ANSI with appropriate American National Standard: A118.10. Application methods differ widely. A108.6 Chemical resistant epoxy grout; A108.9 Modified epoxy emulsion grout; or A108.10 Instal- lation of grout. A-4.10.2.1.1 Sheet membranes: Use manufacturer's recommended bonding material to attach the membrane to the substrate. Follow the End of ANSI A108.13 — 1999` 3 manufacturer's written instructions for application of membrane and bonding material. A-4.10.2.1.2 Liquid.applied membranes:'These are generally applied directly to the substrate with- out a separate bonding material. Follow the manufacturer's written instructions for application and gauging of the membrane. A-4.10.3 Curing of membrane and/or bonding material A-4.10.3.1 Follow manufacturer's instructions for curing time and conditions after application of the membrane. Consult membrane manufacturer for recommended testing of waterproofing. 61 f � 1 ��- 50 9— s KFA ce American national standard specifications AN-2 General requirements for for installation of ceramic tile ANSI A108.1 A, subsurfaces .1B, .1C, .4,.5,.6,.8,.9,.10, .11,.12,ANDA3 — 1999 AN-2.1 General Foreword The quality and cost of ceramic tile installations are influenced by the stability, permanence, and preci- Explanation and notes sion of installation of the backing or base material. Make the materials and recommendations included AN-1 Introduction under"Related Work Specified in Other Sections," part of the appropriate section of the project speck fications by inclusion or reference. AN-1.1 The applicable ANSI specifications for ceramic tile installed with portland cement mortar, AN-2.1.1 Specific operations that may be per- dry-set or latex-portland cement mortar,organic ad- formed by one or more trades are clearly assigned hesive, epoxy adhesive, chemical resistant water to one trade in these standard specifications to per- cleanable tile-setting and-grouting epoxy,chemical mit uniform bidding.When the tile contractor is to resistant furan mortar and grout, modified epoxy perform any of the work included in"Related Work emulsion mortar, and the ANSI specifications for Specified in Other Sections" indicate this in the the installation of ceramic tile grouts should be made scope and include the appropriate specifications a part of a project specification by reference or by from "related" sections in the tile section of the copying the applicable parts of the ANSI specifica- project specification. tion and including into the ceramic tile sections of a project specification. In either case, augment the ANSI specifications and modify the specific project AN-2.2 Floor drains conditions. Specify floor drains to comply with ANSI NOTE—If ceramic tiles irregular in size and/or thick- A112.21.1 M-1980 (R1990). Slope in subfloor shall ness (not conforming to ANSI A137.1) are speci- be specified in sections such as concrete or car- fied and specialized methods are required for in- pentry and not with the mortar setting bed. Mortar stallation,labor and material costs will be increased. bed to be of uniform thickness. AN-1.2 American national standard specifica- AN-2.3 Deflection tions A118.1, .3, .4, .5, .6, .7, .8, .9, .10, and .11, and A136.1 for ceramic tile installation materials are included with these ANSI specifications as sepa- Floor areas over which tile is directly bonded to rate documents and should also be referenced or subfloor shall not have a deflection greater than included in project specifications. 1/360 of the span when tested per ASTM C627. Make allowance for live load and impact as well as AN-1.3 The term "thin-set" is not specific. all dead load, including weight of tile and setting bed. "Thin-set"describes a family of products manufac- tured to be used as setting and/or bonding coats. When a thin-set method is desired for which NOTE—Stone tile installations may require a more there is a specification,the appropriate ANSI speci- rigid substrate.Refer to Marble Institute of America fication should be referenced by both number and recommendations. title. AN-2.4 Backing surfaces AN-1.4 American National Standard Specifi- cation A10.20 Safety Requirements for CeramicTile, Terrazzo and Marble Work is protocol for job site Ceramic tile can be installed over horizontal and safety for the tile industry.It should be treated as a vertical building surfaces by one or more methods separate document and should be referenced or in- described in these documents.Tile can be installed cluded in project specifications. directly over sound,clean,and dimensionally stable 12 surfaces with one of the thin-set methods,or with a AN-2.5.1 Ceramic tile installed with mortar bed method. portland cement mortar AN-2.4.1 Some backing materials are subject AN-2.5.1.1 Gypsum backing: When the speci- to deterioration when subjected to moisture.When fied method of setting tile is in portland cement a tile installation is subjected to frequent wetting, mortar and the backing is gypsum plaster, gypsum backing materials of concrete,portland cement mor- block,or gypsum board,specify the application of a tar, cementitious backer units, or masonry are rec- membrane and metal lath to cover the backing. ommended. AN-2.4.2 Where the backing surface can be AN-2.5.1.2 Concrete and masonry walls damaged by water,is not continuous,is cracked,or is dimensionally unstable, a membrane is required AN-2.5.1.2.1 Where tile is applied directly to con- to separate the backing surface from the mortar set- crete or concrete masonry walls, provide properly ting bed and tile.The membrane,or cleavage mem- located control joints or other effective measures to brane as it is generally called on a horizontal sur- prevent cracking. face, is always a material that is not damaged by water.It does not form an impermeable membrane that will hold water, but is intended to protect AN-2.5.1.2.2 Sound,crack-free concrete and ma- backings from water damage.When waterproofing sonry walls which are smooth, dusty, coated with is desired,a waterproofing membrane will also serve form-release compounds, painted, effloresced, or as a cleavage membrane for a full mortar bed in- have loose surface material may be prepared for stallation.(See Paragraph A-2.1.8.) direct application of mortar and tile (no membrane or metal lath) by mechanically scarifying to com- pletely expose uncontaminated backing surface. AN-2.4.3 CAUTION—Wood-based panels such Specify the preparation work in the ceramic tile sec- as particle board, composite panels (veneer faces tion of the project specifications or in the appropri- bonded to reconstituted wood cores), non-veneer ate section for related work.As an alternate to me- panels (wafer board, oriented strand board, and chanically scarifying,specify metal lath,with or with- other similar boards),lauan plywood,and softwood out membrane, in the project specifications. plywood expand and contract with changes in mois- ture content and are not recommended as backing materials for ceramic tile.Plywood,however,manu- AN-2.5.1.2.3 The architect or specifier shall de- factured with fully waterproof adhesive and with an sign exterior walls that are to receive tile on exterior exposure durability rating of Exposure 1 or Exterior or interior face to prevent moisture from collecting may be used on residential horizontal surfaces when behind the tilework. This may include flashing, installed in accordance to Paragraph AN-3.4. copings, membranes, vapor barriers, and weep holes as required. AN-2.5 Backing materials for walls and ceilings AN-2.5.2 Ceramic tile installed with dry- set or latex-portland cement Requirements of backing materials for walls and ceil- mortar ings for methods of tile installation are covered by these ANSI specifications:portland cement mortar, AN-2.5.2.1_ 'Suitable backings:Prepared suitable dry-set or latex-portland cement mortar,and organic backings include plumb and true masonry,concrete, adhesive or epoxy adhesive. lean portland cement mortar and cured portland ce- ment mortar (cured conventional setting beds),, CAUTION — Wood-based panels such as particle cementitious backer units,brick,ceramic tile,marble board, composite panels (veneer faces bonded to and dimension stone, and, in dry areas only, gyp- reconstituted wood cores),non-veneer panels(wa- sum board. fer board, oriented strand board, and other similar boards), lauan plywood,and softwood plywood ex- AN-2.5.2.2 Other backings: On all other solid pand and contract with changes in moisture con- backing surfaces for walls and ceilings,specify mem- tent content and are not recommended as backing brane, metal lath, and a portland cement mortar materials for ceramic tile. (See Paragraph A-2.4.3) 13 r bed or cementitious backer units.Solid wall surfaces sure durability rating of Exposure 1 or Exterior may in dry locations may be covered with gypsum board. be used on residential horizontal surfaces when in- stalled in accordance to Paragraph AN-3.4. AN-2.5.3 Ceramic the installed with organic adhesive or epoxy AN-2.6.1 Ceramic tile floors installed with adhesive portland cement mortar AN-2.5.3.1 The surfaces hereinafter listed are AN-2.6.1.1 Slab-on-grade construction where no used for wall and ceiling surfaces to receive ceramic bending stresses occur may have mortar and tile tile applied with organic adhesives or epoxy adhe- bonded directly to them.Specify such floor surfaces sives. In every case the backing surface must be to have a steel trowel and fine broom finish, wood clean, dry and, if portland cement mortar or con- float finish, or mechanical scarification. crete, fully cured with a maximum variation of 1/4- inch in 10 feet (6 mm in 3 m) from the required AN-2.6.1.2 All other concrete floors, including all plane; nor more than 1/16 inch in 12 inches(2 mm precast concrete floor systems, require a cleavage in 305 mm)when measured from the high points in membrane between the concrete and mortar sur- the surface.For materials not listed consult the ad- faces. Require such floor surfaces to have a steel hesive manufacturer. trowelled finish. In these cases specify a cleavage membrane and reinforcing mesh in the mortar bed AN-2.5.3.2 Suitable backings: Suitable pre- in the ceramic tile section of the project specifica- pared backings for dry areas include gypsum board, tions. cementitious backer units or gypsum plaster, port- land cement mortar,formed concrete,and masonry. AN-2.6.1.3 Where tile is installed over wood Suitable prepared backings for wet areas include subfloors,specify a membrane and a wire reinforced portland cement mortar,formed concrete,masonry, portland cement mortar setting bed of uniform thick- cementitious backer units, or water-resistant gyp- ness. sum backing board for walls only. (See Paragraph AN-4.15.) AN-2.6.1.4 Where a wire reinforced mortar bed AN-2.5.3.3 CAUTION — Gypsum wallboard for floors is installed over cleavage membrane, (ASTM C36)or gypsum plaster shall not be used in specify reinforcing and thickness as follows: wet areas.(See Paragraph AN-4.15) Extra Moderate Residential Heavy/Heavy AN-2.6 Backing materials for floors Thickness of 2-1/2 inch 1 1/4 inch 3/4 inch bed minimum; minimum; minimum; 3-1/2 inch 2-1/2 inch 1-1/4 inch Following are requirements of backing materials for I maximum maximum maximum floors for methods of tile installation covered by these Reinforcing (Reference (Reference Expanded ANSI specifications: portland cement mortar, dry- Fabric paragraph A- paragraph A- Metal Lath set or latex-portland cement mortar, organic or ep- 2.1.7) 2.1.7) (See oxy adhesive, chemical resistant water cleanable Paragraph A- 2.1.6 tile-setting and -grouting epoxy, modified epoxy Placement of Suspend Suspend Fasten emulsion mortar,and chemical resistant furan mor- Reinforcing reinforcing reinforcing expanded tar. wire in the wire in the metal lath to mortar bed. I mortar bed. I substrate. CAUTION —Wood-based panels such as particle AN-2.6.1.5 Mortar beds in excess of 3-'/2"in thick- board, composite panels (veneer faces bonded to ness may require heavier reinforcing, larger aggre- reconstituted wood cores),non-veneer panels(wa- gate, richer mix, greater compaction, and must be fer board, oriented strand board, and other similar detailed by appropriate authority. boards), lauan plywood,and softwood plywood ex- pand and contract with changes in moisture con- tent and are not recommended as backing materi- als for ceramic tile.Plywood,however,manufactured with fully waterproof adhesive and with an expo- 14 f 1 AN-2.6.2 Ceramic tile floors installed with required plane;nor more than 1/16 inch in 12 inches dry-set, latex-, or EGP (Exterior. (2 mm in 305 mm) when measured from the high glue plywood) latex-portland points in the surface.Floor surfaces along adjacent edges of panels shall not be more than 1/32 inch(1 cement mortar mm) above or below each other. (See Paragraph AN-3.4.3.) AN-2.6.2.1 Install floor tile over a portland cement mortar bed of uniform thickness that is placed by NOTE Only EGP latex-portland cement mortars the tile contractor in accordance with ANSI A= which are approved by the manufacturer for bond- 108.1A, .16, or.1C. Identify areas in drawings and ing to wood underlayments covered in Paragraph in the proper sections of the project specifications AN-3.4.3 may be used for plywood applications. and include instructions for proper elevations of the substrate to accommodate the thickness of mortar bed and tile. AN-2.6.3 Ceramic tile floors installed with organic adhesive or epoxy AN-2.6.2.2 Other suitable substrates to receive adhesive ceramic floor tile are structural concrete slabs of limited area and slab-on-grade construction where AN-2.6.3.1 Surfaces hereinafter listed are com- no bending stresses occur; also, if expressly ap- monly used as backing for floor surfaces to receive proved by the mortar manufacturer, surfaces such ceramic tile applied with organic adhesive or epoxy as portland cement terrazzo and existing ceramic adhesive. In every case the backing surface must tile.Surfaces must be clean,free of wax,curing com- be sound,clean,and dry.Additional precautions, if pounds,and other coatings.They shall be dry,stable, any, are listed for the individual material.For mate- and well cured with a maximum permissible varia- rials not listed, consult adhesive manufacturer.Ce- tion of 1/4-inch in 10 feet (6 mm in 3 m) from the ramic tile floors set with organic adhesives are suit- required plane;nor more than 1/16 inch in 12 inches able for residential traffic only. (2 mm in 305 mm) when measured from the high points in the surface. AN-2.6.3.2 Concrete slabs, existing AN-2.6.2.3 Alternate ceramic tile, and terrazzo Cementitious backer units installed over subfloor . Floor surface shall be dry, structurally sound, and with dry-set portland cement mortar and fastened free of wax, curing compounds, or other coatings. to subfloor with galvanized nails, screw type nails, Slabs-on-grade subject to moisture transmission are or other corrosion-resistant fasteners.This method not suitable for ceramic tile set with organic adhe- does not allow leveling the floor. sive. AN-2.6.2.4 Plywood ° AN-2.6.3.3 Wood subfloors Limit plywood surfaces to dry,interior floor,counter, Concentrated live load and dead load deflection shall and vanity top applications only.These areas shall not exceed 1/360 of span when tested per ASTM be limited to dry or limited water exposure areas C627. For installation methods, refer to Paragraph such as residential kitchens,toilet rooms,commer- AN-3.4.See cautionary note in Paragraph AN-2.6. cial dry area interiors, and decoration or similar'ar- eas with like service requirements. Surfaces must NOTE—Stone tile installations may require a more be structurally sound,dry,and free of contaminants rigid substrate.Refer to Marble Institute of America such as sealers,cleaning compounds,coatings,oil, recommendations. dust, dirt, etc. Special construction is required to leave an 1/8 inch (3mm)wide space between pan- els and 1/4 inch (6mm)wide space between panel and any restraining surface which it abuts, such as columns or perimeter walls, forexpansion.Plywood substrates shall have a maximum permissible varia- tion of 1/4-inch in 10 feet (3 mm in 3m) from the 15 AN-2.6.4 Ceramic tile floors installed with AN-2.6.4.5 Cured portland cement mortar chemical resistant, water bed for floors cleanable tile-setting and -grouting epoxy and modified Specify the placement of portland cement mortar epoxy emulsion mortar bed in accordance with the requirements of ANSI A108.1 A.Suggest it to be damp cured under cover AN-2.6.4.1 The surfaces hereinafter listed are for 96 hours at 70OF (21°C) or above and then al- used as backings to receive ceramic tile set and lowed to dry before tile are set.For lower tempera- grouted with chemical resistant,water cleanable ep- tures,longer cure times may be necessary.Consult oxy or modified epoxy emulsion mortar. In every tile-setting epoxy manufacturer for specific recom- case the backing must be free of ridges and de- mendations. pressions,sound,clean,and dry.Additional precau- tions are listed for the individual backing materials. AN-2.6.4.E For backing information when tile are only to be grouted with epoxy (set with other than chemical resistant epoxy), consult the applicable AN-2.6.4.2 Concrete slabs, existing American national standard specifications for other ceramic tile, and terrazzo installation methods. Use of cement or sand spac- ing mix is not permitted. Floor surface shall be dry, structurally sound, and free of wax, curing compounds, or other coatings. AN-2.6.4.7 For backing materials not listed,con- Sound,crack-free concrete which is smooth,dusty, sult the tile-setting epoxy manufacturer. coated with form-release compounds, painted, ef- floresced,or has loose surface material may be pre-. pared for direct application of tile by mechanically AN-2.6.4.8 Service temperature scarifying to completely expose uncontaminated backing surface.Specify the preparation work in the - Where installations will be exposed to repeated ther- ceramic tile section of the project specifications or mal shock or temperatures above 140°F (60°C) or in the appropriate section for related work. below 32°F (0°C) during use, consult the epoxy manufacturer for information regarding temperature - AN-2.6.4.3 Steel plate limitations. Consult the tile-setting epoxy manufacturer for spe AN-2.6.5 Ceramic tile floors installed with cific recommendations. Steel plate shall be flat, chemical resistant furan mortar clean, dry, and fastened to prevent movement at abutting plate edges. AN-2.6.5.1 Furan mortar bond coats utilize cata- lysts to make them cure. Alkaline or portland ce- AN-2.6.4.4 Wood subfloor ment based substrates may require special prepa- ration.Consult furan manufacturer. Limit to interior floor applications only.Surfaces must be structurally sound,dry,and free of contaminants AN-2.7 Waterproofing such as sealers,cleaning compounds,oil,dirt,dust, etc.Special construction is required to leave 1/4-inch gaps between plywood sheets, which will be filled Specify and detail on drawings, location and depth with tile-setting epoxy or modified epoxy emulsion of depression in floor to accommodate wire rein- mortar during the setting operation.(See Paragraph forced mortar bed,waterproof membrane, and tile. AN-3.4.2.5.) See Paragraphs AN-2.6,1.4 and AN-2.6.1.5 for mortar bed thickness. Refer to membrane and tile manufacturer data for thickness to be included in depression. 16 3 AN-2.7.1. Thin-bed curing compounds or other coatings that may pre- vent bonding of tile setting materials to slabs.Slab shall-be dry at time of tile installation. Since any When the substrate cannot be depressed, specify cracking of the concrete slabs will be transmitted to a load bearing, bonded,waterproof membrane de the finished surface,take all precautions to prevent signed for this purpose and meeting the require- cracks in the concrete. Use control joints through ments of American National Standard Al 18.10. the slab and tile finish as specified or where cracks are anticipated." AN-3 Related work specified in other sections AN-3.2.1.3 Exterior slabs shall be supported so that there will be no.settlement, excessive deflec- tion,or heaving from frost action.Exterior slabs-on- AN-3.1 General grade require a porous base with adequate drain- age; edges of exterior slabs exposed to moisture either directly or from contact with soils require a Where preparatory work is done by other trades, vapor barrier at these edges. include tolerances,finishing,and other requirements in applicable sections of project specification.The following materials are recommended for inclusion AN-3.2.1.4 Interior slabs-on-grade require vapor in appropriate sections of project specification. barriers at underside of slab and at edges of slab. AN-3.2 Requirements for concrete AN-3.2.2 Depressed slabs masonry:preparations by other trades Where finished tile floors are to be flush with adja- cent floors, depress concrete slabs the thickness AN-3.2.1 Concrete slabs of the mortar bed, bond coat, and tile, allowing ad- ditionally for membranes and concrete fill, if appli- cable.Note the dimension for depression as well as AN-3.2.1.1 Where the mortar bed for the tile floors the areas to be depressed on project drawings and is to be bonded to concrete slabs, include the fol- designate in project specification. lowing paragraph in the concrete section: AN-3.2.3 Changes in level "Screed finish concrete slabs that are to receive ce- ramic tile. Maximum permissible variation in the Specify thresholds to adjust between adjacent fin- plane or slope /a-inch in 10 feet(6 mm in 3 m)from ish floor levels when substrate cannot be depressed. the required plane when measured with a straight Changes in level up to 1/4-inch may be vertical and edge. Depress slabs that are to receive tile.Prop- without edge treatment, however, protection of ex- pounds cure slabs without using liquid curing com- pounds or other coatings." posed tile edges is advisable.Changes in level be- tween '/a-inch and 1/2-inch shall be beveled with a slope no greater than 1:2. If mortar bed is to be applied over a cleavage mem- brane, substitute "steel trowel' for "screed" in the AN-3.2.3.1 Changes in level greater than 'h-inch first sentence. shall be accomplished by means of a ramp. The least possible slope shall be used for any ramp.The AN-3.2.1.2 Where tile is to be bonded directly to maximum slope of a ramp in new construction shall concrete slabs with one of the thin-set methods(See be 1:12. Paragraph AN-1.3)include the following in the con- crete section: AN-3.2.3.2 Curb ramps and interior or exterior ramps to be constructed on sites or in existing build- "Steel trowel and fine-broom finish concrete slabs ings or facilities where space limitations prohibit the that are to receive ceramic tile. Maximum permis- use of a 1:12 slope or less may have slopes and sible variation 1/4-inch in 10 feet(6 mm in 3 m)from rises as follows: the required plane.Cure concrete slabs,that are to receive tile before tile application.Do not use liquid 17 i AN-3.2.3.2.1 A slope between 1:10 and 1:12 is al- AN-3.2.8 Testing lowed for a maximum rise of 6 inches. Waterproofing shall be tested by the waterproofing AN-3.2.3.2.2 A slope between 1:8 and 1:10 is al- contractor just prior to commencing the tile installa- lowed for a maximum rise of 3 inches. A slope tion. steeper than 1:8 is not allowed. AN-3.2.3.2.3 If existing thresholds at doors are 3l4 AN-3.3 Requirements for lathing and portland cement plastering inches in height or less and have(or are modified to have) a beveled edge on each side, they may re- main. AN-3.3.1 General AN-3.2.4 Concrete or mortar fill The portland cement plaster scratch coat, includ- ing metal lath is normally included in the lathing and If fill is required to receive floor tile and mortar bed, plastering section of the project specification except or to provide necessary slope, specify and show it in a few geographical locations where it is custom- to be a least 1-1/2 inches (38 mm) thick plus the ary to include the scratch coat in the tile section. dimension for slope.Specify reinforced concrete fill When the lath and scratch coat is to be part of the and show dimensions and location on project draw- tilework, so state in the tile section of the project ings.When floors require fill or slope,specify in the specification. tile section.Tile contractor shall provide and install fill to conform with current industry recommenda- AN-3.3.2 Metal lath tions (see Paragraph A-4.1 a.2.3), local building code, or project specification and drawings. Cure fill without using curing compounds or other coat- All lathing used as backing for tile applied on inte- ings. rior walls and ceilings shall be metal complying with ASTM C-847,except steel need not be.copper bear- AN-3.2.5. Vertical surfaces ing and may be painted.Metal lath on exterior walls shall comply with ASTM C-847 and be galvanized. Lath shall be flat-expanded type and weigh not less AN-3.2.5.1 Specify the plane of wall surfaces to than 2.5 pounds per square yard(1.4 kg/m2).Mem- receive ceramic tile, set with a mortar bed,to have brane material may be preassembled to metal lath square corners and to be plumb and true,with varia- provided it is capable of being lapped metal to metal tions not exceeding'/4-inch in 10 feet(6 mm in 3 m) and membrane to membrane.Neither flat rib metal from the required plane. lath nor 3/8 inch (10 mm) rib metal lath shall be used for tile backing. AN-3.2.6 Bonding to concrete or masonry AN-3.3.3 Application of lath surfaces Specify a bondable surface,'free of all contaminants Before applying metal lath to wood studs,wood fur- ring, or to steel studs, first secure membrane over such as sealers,cleaning compounds,coatings,oil, studs or furring, with joints lapped.The method of and dust.Surface preparation may be necessary to securing lath to wall or stud surfaces shall conform provide a bondable surface. to building codes. AN-3.2.7 Flashing and drainage AN-3.3.3.1 Install a membrane of 15-lb. (730 g/ m 2) roofing felt or 4-mil (100 microns)polyethylene Design exterior walls,that are to receive tile on ex- film, free from holes or breaks and lapped shingle terior or interior face, to prevent moisture from col- fashion a minimum of 2 inches(50 mm), in back of lecting behind the tilework.This may require flash- all tilework unless otherwise noted. ing,copings,membranes,vapor barriers,and weep holes as required. AN-3.3.3.2 Extend lath in showers to within 2 inches (50 mm) of floor and lap over shower pan. 18 f Nails in lath shall not be placed below top of shower AN-3.4 Wood subfloors pan: PLYWOOD FLOORS UNDER CERAMIC TILE AN-3.3.3.3 Lap metal lath a minimum of 2 inches Minimum Plywood (50 mm)at sides and ends where sheets are joined. rnickne loor' in. Use Joist Subfloor' Under- Tile Installation Lap preassembled membrane and metal lath metal Spacing layment' to metal and membrane to membrane.Lap wire fab- in. ric one full mesh, wire to wire, where joined. Resldential 16 19/32" - Cement Mortar 1-1/4"minimum 16 19/32" 11/32" Organic or Epoxy AN-3.3.4 Scratch and levelingcoat mix Adhesive' 16 19/32" 15/32" Epoxy Mortar' for walls and ceilings 16 19/32" 7/16"CBU Dry-Set or Latex- Portland Cement Mortar The mix for scratch and levelingcoats for llca- 16 19/32 15/32" EGP(Exterior PP Glue Plywood) tion to metal lath, concrete, and masonry surfaces latex-portland shall be as follows: cement mortar Commercial 16 19/32" — Cement Mortar 1-1/4"minimum AN-3.3.4.1 1-part portland cement, t/2-part hy- 16 19/32" 19/32° JEGP(E xterior drated lime, and 4-parts dry sand or 5-parts damp Glue Plywood) sand by volume; or 1-part portland cement and 3- 16 19/32" 19/32" E ox Mortar (1) APA-Rated Sheathing or APA Rated Sturd-I-Floor with floor span parts dry sand or 4-parts damp sand by volume. rating of 20"or more except as noted. 2 APA-underia ment or sanded grade,except as noted. (3)Special construction requires leaving gaps between plywood AN-3.3.4.2 When hand mixing,thoroughly mix dry (underlayment)sheet when epoxy or epoxy adhesive is used. See mortar ingredients before adding water to obtain Paragraphs AN-3.4.2.4 and AN-3.4.1.4. proper consistency. When machine mixing, add water first. Discard mortar when it has reached its AN-3.4.1 Requirements for carpentry for initial set. q p y organic adhesive or epoxy adhesive ANSI A108.4 AN-3.3.4.3 Over clean interior concrete-block walls, scratch coat may be omitted and the tile setter's mortar bed,not to exceed 3/4 inch(19 mm) Where ceramic tile is to be bonded directly to ply- thick,may be used directly over the properly damp- wood floors with organic adhesive include the fol- ened block surface. lowing requirements in the carpentry section of the project specification. (See Paragraph AN-2.6.3.) AN-3.3.5 Application of scratch coat AN-3.4.1.1 Floor framing Apply scratch coat to lath or to prepared,clean ma- sonry. Bushhammer or heavy sandblast concrete Maximum spacing of 16 inches(406 mm)on center surfaces for a degree of roughness to provide me- with framing size and span in accordance with ap- chanical bond. plicable building code provisions for floors and floor loading. AN-3.3.5.1 Cure scratch coat for a least 24 hours before applying leveling coat: AN-3.4.1.2 Subfloor AN-3.3.5.2 Apply leveling coat over scratch coat Exposure 1 or Exterior plywood conforming to pro- -when its surface varies more than 1/4-inch in 8 feet visions of Voluntary Product Standard PS 1-95 for (6 mm in 2.4m) from the required plane, or when Construction and Industrial plywood, or plywood mortar bed thickness of more than 3/4 inch(19 mm) APA Rated Sheathing,or plywood APA Rated Sturd- is required to build out to finished tile surface.Scratch I-Floor conforming to provisions of APA PRP-108, and cure leveling coat. Performance Standards and Policies for Structural- Use Panels or PS 2-92, Performance Standards for Wood-based Structural-Use Panels, or 1" nominal boards. • 19 Underlayment — Plywood Underlayment, Expo- Construction and Industrial plywood, or plywood sure 1 or C-C plugged Exterior,or sanded plywood APA Rated Sheathing, or APA Rated Sturd-I-Floor grades with special innerply construction conform- conforming to provisions of APA PRP-108, Perfor- ing to underlayment provisions of Voluntary Prod- mance Standards and Policies for Structural-Use uct Standard PS 1-95 for Construction and Indus- Panels or PS 2-92, Performance Standards for trial plywood, or plywood APA Rated Sturd-I-Floor Wood-based Structural-Use Panels, or 1" nominal conforming to provisions of APA PRP-108, Perfor- boards. mance Standards and Policies for Structural-Use Panels or PS 2-92, Performance Standards for Underlayment — Plywood Underlayment, Expo- Wood-based Structural-Use Panels.Each panel of Expo- subfloor and underlayment shall be identified with a sure 1 or C-C plugged Exterior,or sanded plywood trademark of the recognized quality assurance grades with special innerply construction conform- agency. ing to underlayment provisions of Voluntary Prod- uct Standard PS 1-95, Construction and Industrial plywood, or plywood APA Rated Sturd-I-Floor con- AN-3.4.1.3 Over 19/32 inch (15 mm)thick struc- forming to provisions of APA PRP-108,Performance tural subflooring, 1-by-6 inch(19 x 140 mm)tongue Standards and Policies for Structural-Use Panels and grooved boards,or other structural subflooring, or PS 2-92,Performance Standards for Wood-based secure 11/32 inch (9 mm) thick underlayment with Structural-Use Panels. Each panel of subfloor and adhesive or 3d ring shank nails; locate nails at 6 underlayment shall be identified with a trademark inch (152 mm) centers along panel edges and 8 of the recognized quality assurance agency. inch (203 mm) centers each way throughout the panel; offset joints of subfloor and underlayment. AN-3.4.2.3 Over 19/32 inch (15 mm)thick struc- Fasteners should not penetrate framing below. tural subflooring, 1-by-6 inch(19 x 140 mm)tongue and grooved boards,or other structural subflooring, AN-3.4.1.4 Leave an.1/8 inch(3 mm)wide space secure 15/32 inch (12 mm) underlayment for resi- between panels and 1/4-inch(6 mm)wide space be- dential use, or 19/32 inch (15 mm) underlayment tween panel and any restraining surface which it for commercial and light institutional use, with ad- abuts, such as columns or perimeter walls, for ex- hesive or with 4d ring shank nails;locate nails at 6 pansion. Floor surfaces along adjacent edges of inch (152 mm) centers along panel.edges.and 8 sheets shall not be more than 1/32 inch (1 mm) inch (203 mm) centers each way throughout the above or below each other. panel; offset joints of subfloor and underlayment. Fasteners should not penetrate framing below. AN-3.4.2 Requirements for carpentry for chemical resistant epoxy AN-3.4.2.4 Deleted 1999 C�rLffortar-ANSI A108.6 AN-3.4.2.5 Leave a 1/4-inch (6 mm) wide space Where plywood floors are used as a backing.for between underlayment panel edges and betweenall materials which they abut,such as walls,drains, bonding ceramic the on floors with epoxy, include and posts.When underlayment is installed over a the following requirements in the carpentry section subfloor,space 4d ring shank nails in underlayment of project specifications. at 6 inch (152 mm)centers along panel edges and 8 inch (203 mm) centers each way throughout the AN-3.4.2.1 Floor framing panels, or use an adhesive specifically approved for this purpose.Floor surfaces along adjacent edges of panels shall not be more than 1/32 inch (1 mm) Maximum spacing of 16 inch (406 mm) on center above or below each other.Cover the ground in crawl with framing size and span in accordance with ap- spaces beneath such floors with a vapor barrier plicable building code provisions for floors andtloor equivalent to 6-mil (150 microns) polyethylene. loading. AN-3.4.2.2 Subfloor Exposure 1 or Exterior plywood conforming to pro- visions of Voluntary Product Standard PS 1-95 for 20 AN-3.4.3 Requirements for carpentry for mm)centers each way throughout the panel;offset EGP (Exterior glue plywood) joints of subfloor and underlayment. Fasteners latex-portland cement mortars should not penetrate framing below. C A108.12 AN-3.4.3.4 Leave a 1/8 inch (3 mm) wide space between panels and'/4-inch,(6 mm)wide space be- Where plywood underlayment is required as a back- tween panel and any restraining surface which it ing for bonding ceramic tile on floors with EGP la- abuts, such as columns or perimeter walls, for ex- tex-portland cement mortar, include the following pansion. When underlayment is installed over a requirements in the carpentry section of project subfloor,space 4d ring shank nails in underlayment specifications. at 6 inch (152 mm)centers along panel edges and 8 inch (203 mm) centers each way throughout the AN-3.4.3.1 Floor framing panels and use an adhesive specifically approved for this purpose.Floor surfaces along adjacent edges of panels shall not be more than 1/32 inch (1 mm) Maximum spacing of 16 inches(406 mm)on center above or below each other.Cover the ground in crawl with framing size and span in accordance with ap- spaces beneath such floors with a vapor barrier plicable building code provisions for floors and floor equivalent to 6-mil (150 microns) polyethylene. loading. AN-3.5 Requirements for gypsum AN-3.4.3.2 Subfloor board: preparations by other trades Exterior or Exposure 1 plywood conforming to pro- visions of Voluntary Product Standard PS 1-95,Con- AN-3.5.1 Dry areas struction and Industrial, or plywood APA Rated Sheathing,or plywood APA Rated Sturd-I-Floor con- forming to provisions of APA PRP-108,Performance Install gypsum wallboard (ASTM C-36) in accor- Standards and Policies for Structural-Use Panels dance with GA-216.Treat all joints with tape and or plywood conforming to the provisions of Volun- one coat of joint compound.Cover heads of all fas- tary Standard PS 2-92, Performance Standards for teners with two coats.of joint compound. Wood-based Structural-Use Panels,or 1 inch nomi- nal boards. AN-3.5.1.1 CAUTION— Gypsum wallboard (ASTM C-36) and water-resistant gypsum backing Underlayment — Plywood Underlayment, C-C board shall not be used on ceilings or in critical ex plugged Exterior, or sanded plywood grades with posure areas such as exteriors, showers, saunas_ special innerply construction conforming to or steam rooms.(See Paragraph AN-4.15). underlayment provisions of Voluntary Product Stan- dard PS 1-95,Construction and Industrial plywood, AN-3.5.2 Wet areas or exterior glue plywood APA Rated Sturd-I-Floor conforming to provisions of manufacturing and Per- formance Standards for APA rated Sturd-I-Floor pan- Install water-resistant gypsum backing board,com- els.Each panel of subfloor and underlayment shall plying with ASTM C630, in accordance with GA be identified with a trademark of the approved qual- 216.All joints and interior corners shall be finished ity-assurance agency. flush with the surface of the gypsum board with setting-type joint compound and tape. AN-3.4.3.3 Over 19/32 inch(i5 mm) thick ply- wood subflooring, or. 1-by-6 inch (19 x 140 mm) AN-3.5.2.1 CAUTION — Gypsum wallboard tongue and grooved boards, or other subflooring, (ASTM C36)or gypsum plaster shall not be used in secure 15/32 inch (12 mm) underlayment for resi- wet areas. (See Paragraph AN-4.15.) dential use, or 19/32 inch (15 mm) underlayment With plugged crossbands under face for commer- cial and light institutional use, with adhesive and AN-3.5.3 Water-resistant gypsum backing With 4d ring shank nails;locate nails at 6 inch (152 board used in wet areas shall be installed over fram mm) centers along panel edges and 8 inch (203 ing not to exceed 16 inches(406 mm)on center.A 1/4-inch (6 mm)gap shall be left between the paper, 21 edge and tub.The gap shall be caulked with a flex- AN-3.6.3 Height of finished curbs above drain . ible sealant. determines whether or not units are classified as showers or tubs. Curbs up to 9 inches (229 mm) AN-3.5.3.1, CAUTION — Gypsum wallboard are considered a shower unit.Curbs over 9 inches (ASTM C-36) and water-resistant gypsum backing (229 mm) are considered a tub unit. board shall not be used on ceilings or in critical ex- posure areas such as exteriors, showers, saunas, AN-3.6.4 Bathtubs require a secure and ad- or steam rooms.(See Paragraph AN-4.15.) equate support because of the combined weight of the tub, plus person plus the water. Specify as fol- AN-3.5.4 Reinforce interior angles with supports lows: to provide rigid corners. "Secure bathtubs on metal hangers or on end grain wood blocks secured to wall structure.Set tubs close AN-3.6 Requirements for plumbing: enough to wall so that ceramic tile covers the lip of preparations by other trades the tub." AN-3.6.1 Where the receptor portions of ce- AN-3.6.5 Prefabricated shower receptors must ramic tile shower floors, roman bathtubs,and simi be solidly set in mortar to prevent any movement or lar areas,are on-site,built-up plumbing fixtures,they flexing of the unit from the weight of a person using are to comply with the plumbing code and standards the shower.Specify as follows: adopted by the municipality where the structure is being built.Plumbing codes in the United States in- "Install prefabricated shower receptors in such a clude the Uniform Plumbing Codes, sponsored by International Association of Plumbing and Mechani- manner that they will not move or flex from the weight cal Officials;The Basic Plumbing Code, sponsored of persons using the shower unit." . by Building Officials and Code Administrators Inter- national, Inc.; and the Standard Plumbing Code, AN-3.6.6 Before installation, place a bead of sponsored by the Southern Building Code Congress. caulking or sealant between rim on sinks or lavato- ries and ceramic tile counter tops or vanities. •AN-3.6.2 Prior to applying waterproof mem- branes, most plumbing codes require that floors of AN-3.7 Requirements for movement showers and roman tubs be sloped, by means of a joints: preparations by other smooth and solidly-formed sloping sub-base, to weep holes located in clamp style drains. trades AN-3.6.2.1 Codes contain exacting requirements NOTE—The American Concrete Institute has de- for installation of waterproof membranes, such as fined the following joints: height above curbs,reinforcing at corners,mopping, and other requirements.Waterproofing membranes Construction:The surface where two successive include: placements of concrete meet, across which it may be desirable to achieve bond and through which re AN-3.6.2.1.1 Three layers of hot-mopped roofing inforcement may be continuous. felt. Contraction joint:Formed,sawed,or tooled groove AN-3.6.2.1.2 Factory manufactured, sheet mem in a concrete structure to create a weakened plane branes. and regulate the location of cracking resulting from the dimensional change of different parts of the structure. AN-3.6.2.1.3 Lead or copper,which require insula- tion by coatings of asphaltic or coal tar pitch prod- ucts between lead or copper and concrete, mortar, Control joint: See contraction joint. or dissimilar metals. Expansion joint: (1) A separation provided be- AN-3.6.2.1.4 Trowel applied membranes. tween adjoining parts of a structure to allow move- 22 ment where expansion is likely to exceed contrac- AN-3.7.4 Requirements for sealing tion; (2) a separation between pavement slabs-on- expansion joints in tilework grade, filled with a compressible filler material; (3) an isolation joint intended to allow independent movement between adjoining parts. AN-3.7.4.1 The installation of back-up strip and sealant is to be done by the caulking and sealant Isolation joint: A separation between adjoining contractor.Include the following in the caulking and parts of a concrete structure,usually a vertical plane, sealant section of the project specifications: at a designated location such as to interfere least with performance of the structure, yet such as to AN-3.7.4.1.1 "Unless otherwise specified,use seal- allow relative movement in three directions and avoid ants complying with ASTM C920,which designates formation of cracks elsewhere in the concrete and sealants according to type, grade, class and uses. through which all or part of the bonded reinforce- The following are suitable for use in tilework. ment is interrupted. Type S: single-component sealant. AN-3.7.1 It is not the intent.of these specifica- tions to make movement joint recommendations for specific projects. Specifier shall specify and detail Type M: multi-component sealant. movement joints and show locations. Grade P:pourable or self-leveling sealants forjoints AN-3.7.1.1 Openings for movement joints shall on horizontal surfaces. extend completely through tilework down to struc- tural backing(membranes may remain continuous). Grade NS: non-sagging sealants for joints in verti- Movement joints shall be kept free of all surface cal surfaces. preparation materials, reinforcing,and construction debris. Class 25 or 12-1/z identifies sealants which can with- stand an increase and decrease of t25% or t12- AN-3.7.2 Exteriors 'h%of joint width. For temperature changes up to 100 degrees F:Lo- UseT: use in joints subjected to pedestrian and ve- cate movement joints in exterior tile work on walls hicle traffic. and floors not more than 16 feet on center based on a'h-inch wide movement joint. For temperature changes greater than 100 degrees F:add 1/16 inch Use NT:sealants for nontraffic exposures. for every 15 degrees F increment.Movement joints are also required over all construction, control, or Uses M and G: sealants that will remain adhered expansion joints in the backing and where backing to mortar (M) and glass (G) are suitable for use materials change or change directions,including ter- with tilework. minations of tilework where it would abut restrain- ing or dissimilar surfaces. Suitable sealants include silicone, urethane, and polysulfide. Generally, urethane sealants are rec- ommended for exterior vertical tile surfaces and both exterior and interior horizontal tile surfaces, includ- For environmentally controlled interiors not sub- ing tiled traffic areas.Cured sealants in traffic areas jected to temperature variations greater,than 20 require a Shore A Hardness of 35 or greater. degrees F or exposed to moisture,place field move- ment joints twice the distance as required for exte- Back-up strip shall be a flexible and compressible riors (24 to 32 feet on center)and at all other loca- type of closed-cell foam polyethylene, butyl rubber, tions as required in Paragraph AN-3.7.2. or open cell and closed cell polyurethane, rounded at surface to contact sealant,and as recommended AN-3.7.3.1 Interior areas exposed to direct sun- by sealant manufacturers.It must fit neatly into the light shall have expansion joints spaced at 8 feet to joint without compacting and to such a height to 12 feet (2.4 m to 3.5 m). 23 allow a sealant depth of 1/2 the width of the joint. AN-4.2 Exteriors Sealant must not bond to the back-up material." AN-3.7.4.1.2 "Tile edges to which the sealant will On exteriors, use only tile recommended by themanufacturer as suitable for the climatic conditions bond shall be clean and dry.Primer on tile edges is of the locality. mandatory when recommended by sealant manu- facturer. Keep primer off tile faces." AN-4.3 Interiors AN-3.7.4.1.3 "Install sealant after tilework and grout are dry. Follow sealant manufacturer's recommen- Use only tile types recommended by the manufac- dations." turer as suitable for walls and/or floors (traffic ar- eas). AN-3.7.5 Saw-tooth joints AN-4.3.1 CAUTION—Although organic adhe- sives provide a good bond for floor tile to substrate, Saw-tooth joints affect the performance of sealant they may provide insufficient support under non- and caulking materials and are not recommended. residential loads, resulting in the cracking of tile. ANSI A118.1 dry-set portland cement mortars,ANSI AN-3.8 Damage to tilework All 18.4latex-portland cement mortars,ANSI A118.3 epoxy mortars, and ANSI A118.11 EGP (Exterior glue plywood) latex-portland cement mortars are After completion and cleaning,the obligation of the preferable setting systems for floor tile installations. tile contractor ceases as to damage or injury which may be done to the tilework by others. AN-4.4 Inspection ;AN-3.9 Maintenance If desired, specify inspection or approval of the tile as in Paragraph A-2.1.1 of the standard specifica- All tile installations and especially'exterior installa- tions herein and the procedure that is to be followed tions require periodic inspection and maintenance. to inspect and approve tile before installation. All exterior installations require inspection and rou- tine maintenance including the application of hydro- AN-4.5 Tile accessories phobic sealers, repair of movement joints, and re- placement of cracked or missing tiles and grout. It is the owner's responsibility to provide for routing Show location of accessories such as towel bars, ,inspection and appropriate maintenance: Consult paper, soap and tumbler holders and grab rail on material manufacturers and maintenance products drawings and specify types in project specifications. manufacturers for recommended procedures. AN-4 Notes for tile material, AN-4.6 Specifying organic adhesive . accessories, and definitions Specify type of adhesive in accordance with ANSI A136.1 Standard Specifications for organic adhe- AN-4.1 Include a full description of each type sives for installation of ceramic tile Type I or Type II. of tile to be used in project specification. Refer to This American National Standard is included herein. Paragraph A-2.1.1 of the standard specifications herein in addition to grade markings on the contain- ers. Specifying When specified by the architect, Master Grade dry-set will be issued at the time of shipment. The covering order is required to show the names Specify dry-set mortar in accordance with ANSI of the architect and owner and the name and loca- A118.1 Standard Specifications for dry-set portland tion of the project.Specimens of the Master Grade cement mortar.This American National Standard is Certificate and applicable labels are shown in ANSI included herein. A137.1. 24 i AN-4.7.1 Specialized mortars covered by ANSI cient.In such case,specify particular setting method A118.1 include the following types: desired and refer to appropriate ANSI Standard 1) Fast setting dry-set mortar Specifications. 2) Non-sagging dry-set mortar If a specialized mortar is required, specify dry-set mortar in accordance with ANSI A118.1 Standard AN-4.10 Specifying chemical resistant Specifications for dry-set portland cement mortar furan mortars and grout and type of specialized mortar to be used. This American National Standard is included herein. Specify chemical resistant furan mortars and grouts in accordance with ANSI A118.5 Standard Specifi- AN-4.8 Specifying latex-portland cations for chemical resistant furan mortars and cement mortar grouts.This American National Standard is included herein. Specify latex-portland cement mortar in accordance with ANSI A118.4 Standard Specifications'for la- AN-4.11 Specifying modified epoxy tex-portland cement mortar.This American National emulsion mortar and grout Standard is included herein. Specify modified epoxy.emulsion mortar and grout ` AN-4.8.1 Specialized mortars covered by ANSI in accordance with ANSI A118.8 Standard Specifi- A118.4 include the following types: cations for modified epoxy emulsion mortar and 1) Fast setting latex-portland cement mortar grout.They are not designed for chemical resistance. 2) Non-sagging latex-portland cement mortar This American National Standard is included herein. If a specialized mortar is required,specify latex-port- land cement mortar in accordance with ANSI A118.4 Standard Specifications for latex-portland cement AN-4.12 Specifying grouts mortar and type of specialized mortar to be used. This American National Standard is included herein. Specify grouts not covered in Paragraphs AN-4.9 through AN-4.11 in accordance with ANSI A118.6 AN-4.8.2 Specifying EGP (Exterior glue or ANSI A118.7.This American National Standard plywood)latex-portland cement is included herein. mortar AN-4.12.1 CAUTION — Exterior vertical sur- Specifying EGP latex-portland cement mortar in ac- faces in climates involving freeze-thaw conditions cordance with ANSI A118.11 Standard Specifica and high annual precipitation may require silicone. tions for EGP(Exterior glue plywood)latex-portland rubber grout as joint filler between tiles, in lieu of " cement mortar.This American National Standard is cementitious grout. included herein. AN-4.13 Specifying cementitious backer: AN-4.9 Specifying tile-setting and units -grouting epoxy and epoxy adhesive Cementitous backer units are fiber glass mesh-re- inforced concrete construction units usually 7/16 Specify chemical resistant,water cleanable tile-set- inch minimum (11 mm)thickness.Follow manufac- ting and -grouting epoxy or epoxy adhesive in ac- turers directions. Specify in accordance to ANSI cordance with ANSI A118.3 Standard Specifications A118.9.This American National Standard is included for chemical resistant, water cleanable tile-setting herein. and-grouting epoxy and water cleanable tile-setting epoxy adhesive.This American National Standard is included herein. AN-4.9.1 Where chemical exposure is not criti- cal, chemical resistant epoxy grout may be suffi- 25 AN-4.14 Install and cure grout in AN-4.15 Wet areas accordance with appropriate ANSI Standard Specifications Tile surfaces that are either soaked, saturated or subjected to moisture or liquids(usually water)such A108.6 Chemical resistant epoxy grout. A108.8 as in gang showers,tub enclosures,showers,laun- Chemical resistant furan grout.A108.8 Modified ep- dries,saunas,steamrooms,swimming pools,or ex- oxy emulsion grout,or A108.10 Installation of grout. terior areas. AN-5 t Guide for referencing American national standard specifications for installation [of ceramic tile Description of Method Reference Method I.Portland Cement Mortar Bed Installations: A.Ceramic tile set on a mortar bed which is still workable ANSI Al 08.1 A-Installation of Ceramic Tile in the Wet-Set (Wet-Set Method).See Note. Method with Portland Cement Mortar. B.Ceramic tile set on a cured mortar bed with dry-set or ANSI A108.1 B-Installation of Ceramic Tile on a Cured latex-portland cement mortar. Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement Mortar. C.Ceramic tile set on a mortar bed by either of the above ANSI A108.1 C-Contractors Option:Installation of methods.Industry practice has resulted in a large Ceramic Tile in the Wet-Set Method with majority of mortar bed installations being installed Portland Cement Mortar-or-Installation of according to ANSI A108.1 B.It is reasonable and Ceramic Tile on a Cured Portland Cement economical to give the tile contractor the option to Mortar Setting Bed with Dry-Set or Latex choose either method,which are recognized in the Portland Cement Mortar. industry as equivalent methods for walls,ceilings, and floors. ll.Thin-Set Installations: D.Tile set with dry-set portland cement mortar or latex- ANSI A108.5-Ceramic tile installed with dry-set or latex- portland cement mortar on prepared concrete, portland cement mortar. masonry, cementitious backer units,or other cementitious underlayment and backer units certified by the manufacturer as suitable for intended use. E.Tile set with organic adhesive or epoxy adhesive on ANSI A108.4-Ceramic tile installed with organic or epoxy smooth,sound interior surfaces. adhesives. G.Tile set with modified epoxy emulsion mortar. ANSI A108.9-Ceramic tile installed with modified epoxy emulsion mortar/grout. H.Tile set on prepared Exterior or Exposure 1 plywood ANSI A108.12-Ceramic tile installed with EGP(exterior with EGP(Exterior Glue Plywood)latex-portland glue plywood)latex-portland cement cement mortar certified by the manufacturer as mortar. suitable for intended use. III.Chemical Resistant Installations: I:Tile set and grouted with water cleanable,chemical- ANSI A108.6-Ceramic tile installed with chemical epoxy resistant tile-setting epoxy mortar. mortar and grout. J.Tile set and grouted with chemicakresistant furan. ANSI A108.8-Ceramic tile installed with chemical- resistant furan resin mortar and grout. NOTE—Wet-Set Method -The practice of setting ceramic tile in a thin bond coat on a portland cement mortar bed that is still workable. CEnd of Foreword Explanation and Notes 1999 26 American national standard specifications A108.5—1999 Ceramic tile installed with dry-set for installation of ceramic tile ANSI A108.1 A, portland cement mortar or latex-portland cement .1 B,.1 C,.4,.5,.6,.8,.9,.10,.11, .12,AND.13 mortar. — 1999 A108.6— 1999 Ceramic tile installed with chemi- cal resistant,water cleanable tile-setting and-grout-. A-1 General ing epoxy. A-1.1 Scope A108.8- 1999 Ceramic tile installed with chemi- cal resistant furan mortar and grout. These ANSI specifications are intended to describe A108.9—1999 Ceramic tile installed with modified the minimum requirements of materials and work- epoxy emulsion mortar/grout. manship for installation of ceramic tile.STORAGE OF MATERIALS AT PROJECT SITE, SAMPLES, ENVIRONMENTAL CONDITIONS AND PROTEC- A108.10—1999 Installation of grout in tilework. TION, MATERIALS, AND GENERAL REQUIRE- MENTS FOR TILE INSTALLATION are part of each A108.11—1999 Interior installation of cementitious installation method in this standard.INSTALLATION OF TILE is specified separately for each installa- backer units. tion method.Section A-4.1 a,A-4.1 b,A-4.1 c,A-4.2, A-4.3, A-4.4, A-4.5, A-4.6, A-4.7, A-4.9. A108.12 — 1999 Installation of ceramic tile with EGP(Exterior glue plywood)latex-portland cement A-1.2 Standards mortar. The following standards and standard specifications, A108.13 — 1999 Installation of load bearing, referred to thereafter by designation only, form a bonded,waterproof membranes for thin-set ceramic part of these standard specifications as modified the and dimension stone. and specified herein. Current edition of these stan- dards and specifications should be utilized at all A118.1 —1999 Dry-set portland cement mortar. times. A118.3 — 1999 Chemical resistant, water clean- American National Standards Institute,Inc. able tile-setting and-grouting epoxy and water clean- (ANSI) able tile-setting epoxy adhesive. A108.1 A—1999 Ceramic tile installed in the wet- A118.4-1999 Latex-portland cement mortar. set method with portland cement mortar. A118.5 — 1999 Chemical resistant furan mortars A108.1 B—1999 Ceramic tile installed on a cured and grouts. portland cement mortar setting bed with dry-set or latex-portland cement mortar. A118.6—1999 Standard ceramic tile grouts for tile installation. A108.1 C—1999 Ceramic tile installed by contrac- tors'option. A118.7 — 1999 Polymer modified cement grouts for tile installation. A108.4—1999 Ceramic tile installed with organic adhesive and epoxy adhesives and water cleanable A118.8 — 1999 Modified epoxy emulsion mortar/ tile-setting epoxy adhesive. grout. A118.9—1999' Cementitious backer units. 27 I All 18.10-1999 Load bearing,bonded,waterproof C836-95 High solids content, cold liquid applied membranes for thin-set ceramic tile and dimension elastometric waterproofing membrane for use with stone installation. separate wearing course. A118.11 —1999EGP (Exterior glue plywood) la- C847-95 Metal lath. tex-portland cement mortar. C933-96a Welded wire lath. A136.1 —1999 Organic adhesives for installation of ceramic tile. C955-98 Load bearing (transverse and axial)steel studs, runner (track), and bracing or bridging, for A137.1 —1988 Ceramic tile. screw application of gypsum panel products and metal plaster bases. American Society forTesting and Materials (ASTM) C1328-98 Specification for plastic(stucco)cement. A82-97 Steel wire,plain,for concrete reinforcement. D226-97a Asphalt-saturated organic felt used in roofing and waterproofing. A185-97 Steel welded wire fabric, plain, for rein- forcing. D227-97a Coal-tar saturated organic felt used in roofing and waterproofing. A653/A653M-99 Specification for steel sheet,zinc- D4068-96 Chlorinated of ethe lene CPE (galvanized) or zinc alloy-coated p Y Y ( ) asheet- coated . (galvannealed) by the hot-dip process. ing for concealed water-containment membrane. C36-97 Gypsum wallboard. D4397-96 Polyetheylene Sheeting for construction, industrial, and agricultural applications. C91-98 Specification for masonry cement. D4551-96 Poly(vinyl chloride)(PVC)Plastic flexible concealed water-containment membrane. C144-97 Aggregate for masonry mortar. Gypsum Association C150-99a Portland cement. GA-216-96 Application and Finishing of gypsum C171-97a Sheet materials for curing concrete. board. C206-84(1997) Finishing hydrated lime. A-1.3 Delivery, storage, and handling of materials at project site C207-91 (1997) Hydrated lime for masonry pur- poses. Deliver and store packaged materials in original un- opened containers with labels intact until time of C627-93 Test method for evaluating ceramic floor use.Store and handle materials in a manner to pre- tile installation systems using the Robinson-type vent damage or contamination by water, freezing, floor tester. or foreign matter. C630/C630M-96a Water-resistant gypsum backing A-1.4 Samples board. Submit samples of materials,as they are designated C645-99 Nonstructural steel framing members. in the project specification, for approval before de 28 r 4� livery of material to the project site.Installed mate- A-2.1.1.2 Tile shall be graded and containers rials shall match approved samples within normal grade-marked in accordance with requirements and industry standards. minimum grade specifications established in ANSI A137.1.If Master Grade Certificates have been re- quested by the architects,the covering order for tile A-1.5 Environmental conditions and shall request Master Grade Certificates and show protection the names of architect and owner and the name and location of the project. A-1.5.1 Close spaces, in which tile is being set, to traffic and other work. Keep closed until tile A-2.1.1.3 Tile types, sizes, colors and pat- is firmly set. terns:Types, sizes, colors, patterns, trim shapes, finishes,and required characteristics of all tile shall A-1.5.2 Do not walk on, nor work,on, newly be as designated in the project specifications. tiled floors without using kneeling boards or equiva- lent protection of the tiled surface. A-2.1.1.3.1 When installing tile with epoxy, sur- face-waxed tile may be used in areas where quality A-1.5.2.1 Keep traffic off horizontal portland ce- and appearance of installation may be enhanced, ment mortar installations for at least 72 hours. A-2.1.1.4 Tile accessories: Types, sizes, shapes, colors, and finishes of glazed ceramic ac- A-1.5.2.2 Keep all traffic off epoxy and furan in- cessories such as towel bars and,paper,soap,and stalled floors for at least 40 hours after grouting, tumbler holders shall be as designated in the project and heavy traffic off for at least 7 days, unless oth- specifications. erwise specifically authorized by manufacturer. A-1.5.3 Do not apply tile setting materials to A-2.1.2 Cement surfaces that contain frost. Do not install tile in ar- eas where the temperature is not maintained above Cement shall be one of the following: 50OF (10°C) or the temperature of the backing is above 100OF(380C). A-2.1.2.1 Portland cement: ASTM C150, Type A-1.5.3.1 Temperature of substrate shall be I, gray or white as designated. 60OF(160C)and rising for application of epoxy and furan unless otherwise specifically authorized by its A-2.1.2.2 Masonry cement:ASTM C91,Type S manufacturer. or M as designated. A-1.5.3.2 Maintain epoxy and furan at astable A-2.1.2.3 Plastic cement: ASTM C1328, Type temperature between 60OF(160C)and 90OF(320C) S or M as designated. during the curing period. A-2.1.3 Aggregate A-2 Materials Sand in accordance with ASTM C144 for mortar A-2.1 Materials shall conform with and for grout.Fine sand shall be clean,graded,and requirements of referenced pass a 16-mesh screen. standard specifications and requirements specified herein A-2.1.4 Hydrated lime A-2.1.1 Ceramic tile: ANSI A137.1. ASTM C206,Type S or ASTM C207,Type S. A-2.1.1.1 Tile shall be Standard Grade unless Seconds or specially designed products are speci- fied in the project specifications. 29 1 A-2.1.5 Water A-2.1.8.5 Chlorinated polyetheylene sheeting: ASTM D4068. Clean and potable. A-2.1.8.E Polyvinyl chloride membrane: ASTM D4551. A-2.1.6 Metal lath A-2.1.9 Organic adhesives Flat expanded type, weighing not less than.2.5 pounds per square yard (1.4 kg/m2). Metal lath for interiors shall comply with ASTM C847,except steel ANSI A136.1 (Type I or Type II).Adhesives shall be need not be copper bearing and may be painted. certified by their manufacturer as proper for the in- Metal lath for exteriors shall comply with ASTM tended application. C847. A-2.1.10 Dry-set portland cement mortar A-2.1.7 Reinforcing wire fabric ANSI A118.1. Dry-set mortars which are labeled Reinforcing shall be one of the following welded wire for use with particular types of tile,such as wall tile, fabrics conforming to ASTM A82 and ASTM A185. ceramic tile,mosaic tile,paver tile,or quarry tile are required by A118.1 to pass only the requirements for those types and shall be used to set only the A-2.1.7.1 2 by 2 inch (50 by 50 mm) mesh. 16/ types of tile for which they are intended. 16 wire. . A-2.1.7.2 3 by 3 inch (76 by 76 mm) mesh:13/ A-2.1.11 Late x-portland cement mortars 13 wire. A-2.1.11.1 Latex-portland cement mortar: ANSI A-2.1.7.3 1-1/2 by 2 inch (38 by 50 mm) mesh. A118.4.' 16/13 wire. A-2.1.11.2 EGP (Exterior glue plywood) latex- A-2.1.7.4 2 by 4 inch(50 by 100 mm)mesh, 1.6/ portland cement mortar:ANSI A118.11. 16 wire. A-2.1.12 Primers A-2.1.8 Membrane or cleavage membrane As required by the mortar or adhesive manufacturer. Membrane material shall be one of.following: ` A-2.1.13 Chemical resistant water cleanable tile-setting and. - A-2.1.8.1 Roofing felt:ASTM D226(15 lb.[730g/ -grouting epoxy: ANSI A118.3. m2]asphalt-saturated)or ASTM D227(13 lb.[635g/ m2] coal-tar-saturated). A-2.1.13.1 When ceramic mosaic tile,quarry tile, paver tile, and packing house tile are set with ep- A-2.1.8.2 Reinforced asphalt paper,duplex type: oxy, grout shall be epoxy. For mild chemical resis- ASTM C171. tance, tile shall be installed by other methods and grouted with epoxy when so specified in project specifications. A-2.1.8.3 Polyethylene sheeting, at least nomi- nal.thickness of 4-mil (100 microns): ASTM C171 or D4397.. . A-2.1.8.4 High solids, cold liquid applied mem- brane:ASTM C836. 30 k A-2.1.14 Water cleanable tile-setting A-3 General requirements for the, epoxy adhesive: ANSI A118.3. installations A-2.1.15 Chemical resistant furan resin A-3.1 Inspection of surfaces and mortar and grout: ANSI A118.5. conditions A-2.1.15.1 When quarry tile,paver tile,and pack- Prior to commencing ceramic tilework,the tile con- ing house tile are set with furan, grout shall be fu- tractor shall inspect surfaces to receive tile and ran. For mild chemical resistance, tile may be in- accessories,and shall notify the architect, general stalled by other methods and grouted with furan contractor, or other designated authority in writing when so specified in project specifications. of any visually obvious defects or conditions that will prevent a satisfactory tile installation. Installa1 tion work shall not proceed until satisfactory.con di A-2.1.16 Ceramic the grouts: ANSI tions are provided. A118.6 or ANSI A118.7 as designated. A-3.1.1 /' All surfaces shall be structurally sound,-clean,dry,and free of oily or waxy films and) A-2.1.17 Modified epoxy emulsion mortar f all foreign:matter. Concrete surfaces shall be free and grout: ANSI A118.8. of form oil, curing compounds, and laitance. A-3.1.2 Concrete floors shall be screed-fin- A-2.1.18 Cementitous backer units:ANSI ished for application of bonded portland cement A118.9. mortar bed, but steel-trowel finished if a cleavage membrane is used under the mortar bed.If tile is to be bonded directly to concrete floor with one of the A-2.1.19 Divider strips thin-set methods,the slab shall have a steel trowel and fine broom finish,wood float finish,or mechani- As designated in project specifications and shown cal scarification. on project drawings. A-3.1.3 Grounds, anchors, plugs, hangers, A-2.1.20 Thresholds doorframes,electrical,mechanical,and otherwork in or behind tile shall be installed before tile work is started. Ceramic tile, marble,slate,or stone,as designated in project specifications and shown on the project A-3.1.4 Surfaces to receive tile shall be plumb, drawings. level, and true with square corners. Floors in wet areas shall be sloped with cementitious fill under A-2.1.21 Proprietary and trade-marked membrane.Maximum variation from required plane materials shall be: Mix and use in strict accordance with manufacturer's A-3.1.4.1 Portland cement mortar bed directions unless otherwise specified in the project (A108.1A Section A-4.1a) specifications. A-3.1.4.1.1 Sub-floor surfaces: '/4-inch in 10 feet . (6 mm in 3 m). A-3.1.4.1.2 Wall and ceiling surfaces: 1/4-inch in 10 feet (6 mm in 3 m). t 31 d3 r � w A-3.1.4.2 Organic adhesive or epoxy A-3.2 Portland cement mortar bed as adhesive(A108.4 Section A-4.2). a backing when specified A-3.1.4.2.1 Sub-floor surfaces:1/16,inch in 3 feet A-3.2.1 Wet-set method (workable (2 mm in 1 m).Abrupt irregularities of more than 1/ mortar bed) 32 inch (1 mm) will not be acceptable. A-3.1.4.2.2 Wall and ceiling surfaces: 1/4-inch in A-3.2.1.1 Dry-set mortars and latex-portland cement mortars can be used as a 1/16 thick bond 10 feet (6 mm in 3 m). coat as is customary when a neat (pure) portland cement bond coat is used as in ANSI A108.1A. A-3.1.4.2.3 Gypsum board shall be installed and prepared in accordance with GA-216. A-3.2.2 Cured .(pre-floated). portland: cement mortar bed A-3.1.4.3 Dry-set portland cement mortar or latex-portland cement mortar: A108.5 (Section A-4.3), Chemical resistant water cleanable tile- A-3.2.2.1 Dry-set and latex-portland cement setting and-grouting epoxy: A108.6 (Section A- mortars can also be used on a cured (pre-floated) 4.4), Furan:A108.8(Section A-4.5), Modified ep- portland cement mortar bed according to ANSI oxy emulsion mortar:A108.9(Section A-4.6.),and A108.1 B.Under normal job conditions, a minimum EGP(Exterior glue plywood) latex-portland ce- of 20 hours cure at 70OF (21°C) is adequate, but ment mortar: A108.12 (Section A-4.9). longer mortar bed cures up to 10 days are desir- able. A-3.1.4.3.1 Sub-floor surfaces: 1/4-inch in 10 feet A_3.2.2.2 Where the is to be set in epoxy in ac- cordance with ANSI A108.6, the mortar bed shall be damp cured under cover for 96 hours at a tem- A-3.1.4.3.2 Vertical surfaces:1/4-inch in 10 feet(6 perature of at least 70OF(21°C)or above and then mm in 3 m). - shall be allowed to dry before tiles are set. Lower temperatures may necessitate longer curing times. Consult epoxy manufacturer for specific recommen- A-3.1.4.3.3 Tile shall not be installed on plywood dations. underlayment with epoxy or modified epoxy emul- sion mortar unless plywood is installed with 1/4-inch (6 mm) wide gaps between sheets. If plywood A-3.2.2.3 Where tile is to be set in organic ad- underlayment has been installed without a 1/4-inch hesive in accordance with ANSI A108.4,the mortar (6 mm) gap between sheets, the joints shall be bed shall be damp cured for 24 hours at a tempera- opened by cutting the underlayment to its full depth. ture of at least 70OF(21°C)or above and then shall Tile shall not be installed on plywood underlayment be allowed to dry thoroughly before tiles are set. with EGP latex-portland cement mortar unless ply- wood is installed with 1/8 inch (3 mm) wide gaps A-3.2.3 Cementitous backer units(CBU) between sheets.In conformance to the setting ma- terial manufacturers recommendations,the gap shall be filled with setting materials as it is spread or be A-3.2.3.1 Dry-set mortars and latex-portland . left void.Plywood substrates shall be properly vented cement mortars shall be used as a 3/32 inch mini- beneath the substrate to prevent accumulation of mum thick bond coat in accordance with ANSI moisture. Plywood substrates shall be certified by A108.11. the installer of the substrate that it is suitable for the installation of ceramic tile and has been installed in accordance with the specifications in Section AN- NOTE—Cementitous backer units may be used as 3.4.(Plywood underlayment with contaminated sur- an alternate for a mortar bed as a backing where face shall.be cleaned by sanding to expose raw light weight construction or the need to eliminate Wood.) recessing the sub-floor is a factor on interior instal- lations. 32 A-3.3 Workmanship, cutting, and The following chart is a guideline for identifying ac- fitting ceptable lippage — in addition to the inherent warpage of tile manufactured in accordance with ANSI A137.1 —for typical installations of tile : A-3.3.1 Center and balance areas of tile, if possible. Tile Type Tile Size Joint width Allowable Lippage Glazed 1"x 1"to 1/8"or less 1/32" A-3.3.2 An excessive amount of cuts shall not Wall/ 6"x 6" be made. Usually, no cuts smaller than half. size Mosaics should be made. Make all cuts on the outer edges Quarry 6"x 6"to 1/4"or 1/16" of the field. 8"x 8" greater Paver All 1/8"to 1/4" 1/32" Paver All 1/4"or 1/16" A-3.3.3 Smooth cut edges. Install tile without greater jagged or flaked edges. A-3.3.8 Nominal centerline of all joints should be straight and of even width with due allowances A-3.3.4 Fit tile closely where edges will be cov- for hand-molded or rustic tiles. ered by trim,escutcheons,or other similar devices. A-3.3.9 Back-up all thin-set trim units and molded or shaped pieces and secure firmly in place. A-3.3.5 The splitting of the is expressly pro- hibited except where no alternative is possible. A-3.3.9.1 Back-up all thick-bed nosings,coves, A-3.3.6 Maintain the heights of tilework in full curbing, gutters,flat tile,and trim units and molded courses to the nearest obtainable dimension where or shaped pieces. the heights are given in feet and inches and are not required to fill vertical spaces exactly. A-3.3.9.2 Bond coat mix shall not be used to back-up thick-bed trim and angles. A-3.3.7 Lippage: guidelines, explanation, and caution A-3.3.10 Finish floor and wall areas level and plumb with no variations exceeding 1/4-inch in 10 feet (6 mm in 3 m)from the required plane. Lippage refers to differences in elevation between edges of adjacent tile modules.These differences A-3.3.11 Install accessories in tilework to be or perception thereof are influenced by many fac- tors evenly spaced,properly centered with tile joints,and such as: level,-plumb, and true to the correct projection. In- stall accessories at locations and heights desig- A)The allowable thickness variation of the tile mod- nated. ules when judged in accordance with manufactur- ing standards. A-3.3.12 Completed tilework shall be cleaned after all defective tile is replaced and the respon- B)The allowable warpage of the tile modules. sible party shall accept end use maintenance at that time. C)The spacing or separation of each tile module, which would influence a gradual or abrupt change A-3.3.13 Deleted 1999 in elevation. A-3.4 Movement joints D)Angle of natural or manufactured light accentu- ating otherwise acceptable.variance in modules. It is not the intent of these specifications to make movement joint recommendations for specific E) Highly reflective surfaces of tile modules accen- projects.Specifier shall specify and detail movement tuating otherwise acceptable variance in modules. joints and show locations. 33 f A-3.4.1 Movement joints are required over all A-3.5.4.1 CAUTION — Hydrochloric acid is not construction, control, and expansion joints in the recommended. backing and where backing materials change or change direction including terminations of tilework where it abuts restraining or dissimilar surfaces. rEnd of general requirements — 19991'_7 A-3.4.2 Movement joints are a requirement for tilework.(See Paragraph AN-3.7) A-3.4.3 Movement joints shall be kept free and clear of all setting and grouting materials. A-3.4.4 Tile edges to which the sealant will bond shall be clean and dry.Primer on the tile edges is mandatory when recommended by sealant manu- facturer. Keep primer off tile faces. A-3.4.5 Install sealant after tilework and grout are dry. Follow sealant manufacturer's recommen- dations. A-3.5 Cleaning the A-3.5.1 See appropriate grout specification and/or manufacturer's recommendation for clean- ing of tile after grouting. A-3.5.2 Upon completion of setting and grout- ing, clean tile. A-3.5.3 Acid or acid cleaners shall not be used to clean glazed tile. A-3.5.4 When applicable,acid cleaning of un- glazed tile shall not be done before 10 days after grouting.Tile and grout shall be soaked with water before cleaning. In the absence of recommenda- tion from the grout manufacturer and/or tile manu- facturer, acid cleaning may be done with a satu- rated solution of sulfamic acid in room-temperature water (approximately one pound of sulfamic acid crystals to five gallons of water). All metal and enamel surfaces shall be protected with grease or petroleum jelly, or other protective coating to be removed after cleaning.Tile and grout shall be thoroughly flushed with water after acid cleaning. y 34 American national standard specifications FN-2 Installation specifications for latex-portland cement mortar A118.4 — 1999 The ceramic tile section of the project specification should contain the following: Foreword "Latex-portland cement mortar shall comply with re- Explanation and Notes quirements of American national standard specifi- cations for latex-portland cement mortar, A118.4- 1999:' This foreword is not a part of American national stan- dard specifications for latex-portland cement mor- tar, A118.4. "Installation and workmanship of ceramic tile with latex-portland cement mortar shall comply with the applicable requirements of the American National FN-1 Introduction Standard Specification for installation of ceramic tile with dry-set portland cement mortar or latex- FN-1.1 Latex additives and redispersable Portland cement mortar Al08.5 and manufacturer's polymers in dry-set portland cement tile-setting installation directions. mortars are designed to improve adhesion, reduce water absorption,and provide greater bond strength End of Foreword — Explanation and and resistance to shock and impact.These addi- Notes tives allow some latitude in working time, working conditions, and temperatures. F-1 Scope Latex-portland cement mortars vary in composition depending on their designed application and per- This specification describes the test methods and formance characteristics. Consult with the manu- the minimum requirements for latex-portland cement facturer to determine the suitability of specific prod- mortar. ucts for desired applications. NOTE—A latex sold separately shall meet the re- FN-1.2 Basically, the latex additives are wa- quirement of this specification only in combination ter emulsions which are added to portland cement with a particular brand of prepackaged dry mortar mortars in place of water or replacing part of the mix specified by the latex manufacturer or supplied water.The dry components—portland cement,dry by the latex manufacturer.A latex alone or intended additives,and graded sand—must be preblended for combination with job mixed cement and sand is and must be specified by the latex manufacturer for not eligible for compliance with this specification. use with the particular latex additive. Redispersable polymers are spray dried latex poly- F-2 Definitions mers which are pre-blended with portland cement, dry additives,and graded sand by the manufacturer. F-2.1 Latex-portland cement mortar These mortars require only the addition of water for use. A modified dry-set portland cement mortar for the bonding of ceramic tile to which a polymer has been FN-1.3 The specialized mortars covered in incorporated in latex form or as a redispersable pow- this specification(fast-setting latex-portland cement der.When added in latex form it is added as a re- mortar and non-sagging latex-portland cement mor- placement for part or all of the gauging water. tar) shall only be exempt from those tests specifi- cally stated, plus some modification to the normal testing procedures may be required where indicated. F-2.1.1 Fast-setting latex-portland cement mortar:A latex-portland cement mortar specifically designed to obtain the minimum required shear bond strengths at a much faster rate than normal latex- portland cement mortar. 73 F-2.1.2 Non-sagging latex-portland ce- face is used as the bonding sur- ment mortar:A latex-portland cement mortar spe- face. cifically formulated to reduce slippage of tile on ver- tical installations. In order to obtain comparable test results, the tile selected shall be standard grade,of one glaze color, F-2.2 Ceramic tile: As defined in ANSI obtained from one manufacturer. Bonding surface A137.1. must be cleaned of dust produced by cutting.Brush wet and flush with plain water. F-2.2.1 All tile for tests in this standard are to be dry and clean as obtained from manufacturer's F-3 Sampling ' and testing undamaged cartons. Mortar contact is always on procedures the unglazed face of glazed wall tile.Water absorp- tion of tile is determined by ASTM C373.Tile for tests in this standard include the following: F-3.1 Sampling Designation Description Obtain not less than one gallon of the brand of latex to be tested and a sufficient quantity of the pre- pared dry mortar mix specified by the latex manu- A 'Glazed wall tile,4-1/4 x 4-1/4 inches facturer from commercial lots of recent manufac- (108 x 108 mm), having a nominal ture.For mortars containing redispersable polymers, thickness of 5/16 inch(8 mm),wa- obtain not less than 20 lbs.(9 kg)of the brand to be ter absorption of 13-15 percent. tested from a commercial lot of recent manufac- ture. A-1 Same as A but cut to form pieces 4-'/4 x 2-1/8 inches(108 x 54 mm) F-3.2 Temperature with the back pattern ribs parallel to the 2-1/8 inch dimension. Tile must be dry at time of use. Dry to Unless otherwise stated in a particular test,all tests constant weight in an oven at 302OF are to be run at normal room temperatures of 70- (1500C)followed by a 24-hour equi- 77°F (21-25°C) and relative humidity of approxi- librium period at 70-77OF (21- mately 45-55%. Components (water, mortar, tile, 250C),50%relative humidity before etc.) used in performing all tests shall be stored at use. that temperature specified for each test for a mini- mum of 12 hours prior to use. B 4x4x3/8 inch (102x 102x 10 mm) nominal unglazed paver tile F-3.3 Recording test values weighing from 190 to 210 grams and having a water absorption of 3 percent or less. In any of the following tests requiring more than one specimen,record each individual test value and de- termine the mean of the multiple values for com- C 2 x 2 x 1/4 inch (50 x 50 x 6 mm) parison with the test requirements. modular unglazed ceramic mosaic tile with a water absorption of 0 to, 0.5 percent.Always use the tile face Values which do not reflect a normal distribution of that is free of paper or glue as the shear strengths shall be discarded when they sat- bonding surface[actual size is ap- isfy the Dixon test for extreme values as follows: proximately 1-15/16 by 1-15/16 inches (50 by 50 mm)]. X X If 2 > >_0.765,then the lowest value D 4x8x'/z inch(102x208x13mm) X;X, shall be discarded nominal unglazed quarry tile with water absorption not exceeding 5 If X4 X3 0.765,then the highest value percent, cut into pieces approxi- Xa X, shall be discarded mately 4 x 4 x 1/2 inch.The smooth 74 where Xj,X21 XT X41 are the observed shear strength manufacturer's instructions with a'/z-inch (13 mm) values from lowest to highest. thickness of prepared material. F-4 Tests for application properties Requirement: Initial set greater than 1 hour after mortar sample is prepared. F-4.1 Mortar preparation NOTE— Testing for initial set at 100OF is not re- quired for fast-setting latex-portland cement mor- F-4.1.1 Dry mortar mix:Use the brand of pre- tars. packaged dry mortar mix specified by the latex manufacturer. F-4.3 Final set F-4.1.2 Mixing mortar: Add dry mortar mix to correct amount of latex, as specified by manu- By Gilmore Needles(ASTM C266)using mortar as facturer, and stir manually to obtain complete and prepared in F-4.1.2 with a 15 minute slake and a visually uniform wetting of dry mortar mix. When 'h-inch (13 mm)thickness of prepared material. directions require dilution of latex with water, this shall be done with adequate mixing before dry mor- Requirement:Final set greater than 9 but less than tar mix is added. For mortars containing 15 hours after the mortar specimen is prepared. redispersable polymers,add dry mortar mix to cor- rect amount of water as specified by manufacturer and stir manually to obtain complete and visually F-4.3.1 Final set at 100OF: By Gilmore uniform wetting of the dry mortar mix. Slake per Needles (ASTM C266) using mortars prepared in manufacturers' directions and remix before using F-4.1.2 with a 15 minute slake and a '/z-inch (13 unless otherwise specified in subsequent test meth- mm)thickness of prepared material. ods.The resulting mortar shall be trowelable, but stiff enough so that when troweled on a horizontal surface with a 1/4-inch(5 mm)square notched trowel, Requirement:Final set greater than 1.5 hours af- the ridges retain their original shape without sag- ter the mortar specimen is prepared. ging or spreading.This mix ratio shall be used for all tests. F-4.3.2 Final set of fast-setting latex-port- land cement mortars:By Gilmore Needles,(ASTM F-4.2 Initial set C266)using mortar mixed and slaked according to manufacturer's instructions with a'/2-inch (13 mm) thickness of prepared material. By Gilmore Needles(ASTM C266)using mortar as prepared in F-4.1.2 with a 15 minute slake and a Requirement:Final set less than 3 hours after the /2-inch (13 mm)thickness of prepared material. mortar sample is prepared. Requirement: Initial set greater than 6 hours after NOTE—Testing forfinal setat 1000Fis not required mortar sample is prepared. for fast-setting latex-portland cement mortars. F-4.2.1 Initial set at 100°F: By Gilmore F44 Open time Needles(ASTM - . C266)using mortar as prepared in p F-4.1.2 with a 15 minute slake and a 'h-inch (13 mm)thickness of prepared material. Prepare at least 1,000 grams of mortar as speci- fied in F-4.1.2.Trowel onto a vertical, rigidly sup- Requirement: Initial set greater than 1 hour after ported gypsum wallboard ('/2-inch thickness) sur- mortar sample is prepared. face using a 1/4-inch (6 mm) square notched trowel with 1/4-inch flats,so as to obtain an average mortar thickness of 3/32 inch (2.4mm).After an initial pe- F-4.2.2 Initial set of fast-setting latex-port- riod of 45 minutes for the room temperature test,or land cement mortars:By Gilmore Needles(ASTM 15 minutes for the high temperature test, one tile C-266)using mortar mixed and slaked according to (Type A) shall be pressed onto this mortar surface 75 i with the open time tool so that the space between troweling mortar for each test, using the open time the tile(exclusive of the back pattern)and wallboard tool described in F-4.4, press 10 the (Type A) on is 3/32 inch (2.4mm) and then twisted to a 90 de- the mortar surface, so that the space between tile gree angle.At 5 minutes intervals,additional tile shall (exclusive of ribs) and wallboard is 3/32 inch (2.4 be set and twisted in the same manner. Designate mm). Allow a 3 inch (76 mm) space between tile. as the Open time,the longest time after application Using the open time tool,twist each tile through an of the mortar that the tile is retained on the surface angle of 90 degrees and back to the original posi- when applied in the above fashion.Make two such tion at 5 minute intervals. Allow 25 minutes initial tests, one at room temperature 70-77OF(21-25°C) time before twisting the first tile for the 70OF(21°C) and one at high temperature 100-110°F(38-450C). test and 5 minutes for the 100°F (38°C) test. The open time tool shall consist of a 1/4-inch(6 mm) Twisting of tiles shall be performed using one hand thick,flat brass plate 5-'/z x 3-3/4 inches(140 by 95 only. Designate as adjustability of the mortar, the mm)with 4 studs threaded into it, one at each cor- longest time that a tile remains affixed to the mortar ner.The studs shall be adjusted so that they will when so tested. Make separate tests at 100OF protrude from the bottom side of the plate 3/32 inch (38°C) and at 70OF (21°C), both at a relative hu- (2.4mm) more than the thickness (exclusive of the midity of 45-50 percent. ribs)of the Type A wall tile used for the test and the brass nuts used to lock the studs at this position. NOTE—Condition wallboard at 100'(38°C)for 12 hours before high temperature testing. Requirement: Requirement: Room temperature open time:50 minutes or more at 70-77OF(21-25°C)and a relative humidity of 45- Room temperature ad ustabilit 30 minutes or 55 percent. p 1 y more at 70-77OF(21-25°C) and a relative humidity of 45-55 percent. High temperature open time:20 minutes or more at 100-110°F (38-450C), and a relative humidity of High temperature ad ustabilit 10 minutes or 45-55 percent. 9 p 1 y: more at 100-110°F(38-45°C)and a relative humid- ity of 45-55 percent. F-4.4.1 Open time of fast-setting latex- portland cement mortars: Follow testing proce- dures as described in F-4.4 using mortar mixed and F-4.5.1 Adjustability of fast-setting latex- slaked according to manufacturer's instructions. portland cement mortars: Follow testing proce- dures as described in F-4.5 using mortar mixed and slaked according to manufacturers' instructions. Requirement:Room temperature open time: 20 Additional slaking period of one hour is not required. minutes or more at 70-77OF (21-25°C) and a rela- tive humidity of 45-55 percent. Requirement:Room temperature adjustability: 20 minutes or more at 70-77OF(21-259C)and a rela- NOTE—Testing for open time at high temperature tive humidity of 45-55 percent. is not required for fast-setting latex-portland cement mortars. NOTE— Testing for adjustability at high tempera- ture is not required for fast-setting latex-portland ce- F-4.5 Adjustability ment mortars. Prepare mortar as specified in F-4.1.2, but slake for one additional hour at room temperature after the 15-minute remixing.Trowel onto a vertical, rig- idly supported gypsum wallboard(1h-inch thickness) surface using a 1/4-inch(6mm)square notched trowel with 1/4-inch flats,so as to obtain an average mortar thickness of 3/32 inch (2.4mm). Immediately upon 76 F-4.6 Sag on vertical surfaces F-5 Shear strength to ceramic tile (required for mortars designated for vertical F-5.1 Shear strength of mortars to applications) glazed wall tile Screed mortar prepared as specified in F-4.1.2 onto F-5.1.1 Preparation of specimens:Prepare a 2 x 7-/2 s 15-/2 inch concrete block of density 500 grams of mortar as specified in F-4.1.2. As- 2.35 gm/cm ,using a 7-1/2 inch square,1/8 inch thick, semble 20 shear specimens from 40 pieces of Type plexiglass template with a 5-/2 inch square hole. A-1 tile,with an 3/32 inch (2.4 mm)mortar layer by The mortar shall be screeded using 10 cuts in a bonding the two pieces of the together for each speci- right to left direction and 30 cuts in a left to right men.The 3/32 inch mortar bonding layer shall be direction (t2 cuts). One cut shall consist of a com- established by placing 1/8 inch (3 mm) thick T bar plete up and down motion.Cut the plexiglass form spacers(Figure V)on the smallest file edge;be sure free from the mortar and remove it. Gently center to rub all of the mortar off the underside of the spac- the file(Type B)on the mortar pad with the ribs in a ers by sliding them back and forth along the edge. vertical position and place the tile=application jig(Fig. The top file shall be placed with the cut edge oppo- I I)onto the tile.Following the application pattern(Fig. site to that of the bottom tile's cut edge and squeezed III), raise the 130 g(t5 g)weight up the shaft of the until an 3/32 inch thickness of mortar is obtained. jig and drop once from a height of 4 inches in each The specimen shall be constructed so that the cut of the four positions.Remove the file application jig edge will be loaded.The file shall then be slid back and place the sag-measuring jig (Fig. IV) onto the and forth along the stainless steel spacers to en- block with the file and mortar pad between the metal sure proper thickness of the mortar.The file shall struts. Secure the sag-measuring jig to the block then be slid to ensure an 1/8 inch (3 mm) offset. using the set-screws at the top of the jig.Then screw Care shall be taken in removing the stainless steel the center-measuring shaft inward till the bottom of spacer so as not to cant or slide the tiles in relation the plexiglass beam lightly touches the top surface to each other or to alter the offset distance.Speci- of the tile. Record the measurement in 64ths of an mens shall not be individually handled for 24 hours inch.This shall be achieved by reading the bottom and shall be treated with care until broken.Unless edge of the beam on each strut and averaging the specified otherwise, cure all specimens for seven two readings taken.This value is termed the initial days at 70-77°F (21-25°C), 45-55 percent relative sag measurement.Readings shall be taken on the humidity and further cure or treat as directed in tests bottom of the beam using the inner scales of each F-5.1.3 through F-5.1.6. Assume an area of bond strut.Remove the sag-measuring jig and reposition the assembly so the tile and mortar layer is in a of 8.0 square inches in calculating the strength value in psi. vertical plane.After one hour, return the block to its initial position and replace the sag-measuring jig. Record the tile position with the measuring beam F-5.1.2 48-hour shear strength: After 48 as specified above.This value is termed the final hours dry cure, remove 4 specimens assembled as sag measurement.Subtract the initial sag measure- directed in F-5.1.1 and individually test as in F-5.4 ment from the final sag measurement.This number with a compression loading rate of 2400 pounds is to be called the"sag value" (1088.6 kg)per minute so that the mortar is stressed in shear failure.Record these values as the 48-hour Requirement:Sag less than 1/16 inch (2 mm). shear strength. F-4.6.1 Sag on vertical surfaces of non- Requirement:Shear strength greater than 100 psi (7.0 kg/cm ). sagging latex-portland cement mortars: As- semble the test specimen as indicated in F-4.6 ex- cept use Type D tile. F-5.1.3 7-day shear strength: Remove 4 specimens assembled as directed in F-5.1.1 and Requirement:Tile must not sag from its original individually test as in F-5.4 with a compression load- position. ing rate of 2400 pounds (1088.6 kg) per minute so that the mortar is stressed in shear to failure.Record these values as the 7-day shear strength. 77 Requirement:Shear strength greater than 300 psi mens for seven days at 70-77OF (21-250C), 45-55 (20.9 kg/cm2). percent relative humidity and further cure or treat as directed F-5.2.2 through F-5.2.6.Assume an area F-5.1.4 7-day water immersion shear of bond of 2.9 square inches(18.7 cm2)in calculat- strength:Immerse 4 specimens prepared in F-5.1.1 ing the strength value in psi. in water for seven days.Test in shear(per F-5.1.3) and record the values as 7-day water immersion F-5.2.2 7-day shear strength: Remove 4 shear strength. specimens assembled as directed in F-5.2.1 and individually test as in F-5.4 with compression load- Requirement:Shear strength greater than 200 psi ing at a rate of 360 pounds (163.4 kg) per minute, (14 kg/cm2). so that the mortar is stressed to failure.Record these values as the 7-day shear strength. F-5.1.5 4-week shear strength: Cure 4 Requirement:Shear strength greater than 200 psi specimens prepared in F-5.1.1 for an additional three (14 kg/cm2). weeks at the temperature and relative humidity specified in F-5.1.1.Test in shear(per F-5.1.3)and record the values as 4-week shear strength. F-5.2.3 7-day water immersion shear strength:Immerse 4 specimens prepared in F-5.2.1 Requirement:Shear strength greater than 300 psi in water for seven days.Test in shear(per F-5.2.2) (20.9 kg/cm2). and record the values as 7-day water immersion shear strength. F-5.1.6 12-week shear strength: Cure 4 Requirement:Shear strength greater than 150 psi specimens prepared in F-5.1.1 for an additional (10.5 kg/cm2). eleven weeks at the temperature and relative hu- midity specified in F-5.1.1.Test in shear(per F-5.1.3) and record the values as 12-week shear strength. F-5.2.4 4-week shear strength: Cure 4 specimens prepared in F-5.2.1 for an additional three Requirement:Shear strength greater than 300 psi weeks at the temperature and relative humidity (20.9 kg/cm2). specified in F-5.2.1.Test in shear(per F-5.2.2)and record the values as 4-week shear strength. F-5.2 Shear strength of mortars to Requirement:Shear strength greater than 200 psi impervious ceramic mosaic tile (14 kg/cm2). F-5.2.1 Preparation of specimens:Prepare F-5.2.5 12-week shear strength: Cure 4 500 grams mortar as specified in F-4.1.2.Assemble specimens prepared in F-5.2.1 for an additional 20 shear specimens from 40 Type C tiles, with an eleven weeks at the temperature and relative hu- 1/8 inch (3 mm) mortar layer by bonding two tiles midity specified in F-5.2.1. Test in shear ( per F- together for each specimen. The 1/8 inch mortar 5.2.2 ) and record the values as 12-week shear bonding layer shall be established by placing 1/8 strength. inch thick T bar spacers(Figure V)on the tile edge; be sure to rub all mortar off the underside of the Requirement:Shear strength greater than 200 psi spacers by sliding them back and forth along the edge.The top tile shall be placed on top of the mor- tar layer and squeezed until an 1/8 inch thickness of mortar is obtained.The tile shall then be slid back F-5.2.6 4-week freeze-thaw shear strength: and forth along the stainless steel spacer to ensure Dry cure 4 specimens prepared in F-5.2.1 for four proper thickness of the mortar.The tile shall then weeks at the temperature and relative humidity be slid to ensure an 1/8 inch (3 mm) offset. Care specified in F-5.2.1.Immerse the specimens in room shall be taken in removing the stainless steel spacer temperature [72 t2°F (22 t1°C)] water for 6 to 8 so as not to cant or slide the tiles in relation to each hours.Remove them and allow them to drip dry for other or to alter offset distance. Specimens shall a few minutes. Place them in a freezer at 1t5°F (- not be individually handled for 24 hours and shall 18 t3°C)for a minimum of 12 hours, remove them, be treated with care until broken. Cure all speck and repeat cycle, beginning with water immersion 78 of the now frozen specimen,for a total of 20 cycles. specified in F-5.3.1.Test in shear(per F-5.3.2)and Allow specimens to reach room temperature in air record the values as 4-week shear strength. after the last freeze cycle,test in shear(per F-5.2.1) and record the values as 4-week freeze-thaw shear Requirement:Shear strength realer than 150 psi strength. q 9 9 (10.5 kg/cm2). Requirement:Shear strength of greater than 175 psi (12.2 kg/cm2). F-5.3.4 12-week shear strength: Cure 4 specimens prepared in F-5.3.1 for an additional eleven weeks at the temperature and relative hu- F-5.3 Shear strength of mortars to midity specified in F-5.3.1.Test in shear(per F-5.3.2) quarry tile and record the values as 12-week shear strength. F-5.3.1 Preparation of specimens: Prepare Requirement:Shear strength greater than 150 psi 1000 grams of mortar as specified in F-4.1.2. As- (10.5 kg/cm ). semble 16 shear specimens from 32 pieces of Type D the with a 1/8 inch (3 mm) mortar layer by bond- F-5.3.5 4-week freeze-thaw shear strength: ing two pieces of tile together for each specimen. Follow procedure of F-5.2.6 and test in shear as The 1/8 inch mortar bonding layer shall be estab- specified in F-5.3.1 and record the values as 4-week lished by placing 1/8 inch thick T-bar spacers (Fig- freeze-thaw cycle shear strength. ure V)on the tile edge;be sure to rub all mortar off the under side of the spacers by sliding them back and forth along the edge.The top tile shall be placed Requirement:Shear strength greater than 100 psi on top of the mortar layer and squeezed until a 1/8 (7.0 kg/cm2). inch thickness of mortar is obtained.The tile shall then be slid back and forth along the stainless steel F-5.4 Support for shear specimens spacers to ensure proper thickness of mortar.The PP specimen shall be constructed so that the uncut, manufactured edge will be Ioaded.The tile shall then Support all shear bond specimens in the shear bond be slid to ensure 1/8 inch (3 mm)offset. Care shall test jig (Figure VI). Be sure to place the tile whose be taken in removing the stainless steel spacers so edge is to be loaded against the non-movable sup- as not to cant or slide the tiles in relation to each port. other or to alter the offset distance.Specimens shall not be individually handled for 24 hours and shall be treated with care until broken. Cure all speci- F-5.5 Shear strength of fast-setting mens for seven days at 70-77OF (21-25°C), 45-55 mortars percent relative humidity and further cure or treat as directed F-5.3.2 through F-5.3.5. Use measured area of bond or assume an area of bond of 14.4 Test as described in Section F-5 except fast setting square inches (93 cm2) in calculating the strength mortars shall be mixed and slaked according to value in psi. manufacturer's instructions.Also assemble 8 addi- tional shear specimens(4 impervious ceramic mo- saic tile and 4 quarry tile specimens).These speci- specimens assembled as directed in F-5.3.1 and mens shall be dry cured at 70-77°F(21-259C), 45- 55 percent relative humidity.Shear these specimens individually test as in F-5.4 with compression load- after curing 4 hours. ing at a rate of 1340 pounds(609.09 kg)per minute, so that the mortar is stressed to failure.Record these values as 7-day shear strength. Requirement:In addition to the shear bond strengths required in sections F-5.2 and F-5.3,fast- Requirement:Shear strength greater than 100 psi setting mortars are required to meet the.following: (7.0 kg/cm2). 4-hour shear strength of mortar to impervious F-5.3.3 4-week shear strength: Cure 4 ceramic mosaic tile: equal to or greater than 50 specimens prepared in F-5.3.1 for an additional three psi. weeks at the temperature and relative humidity 79 4-hour shear strength of mortar to quarry tile: equal to or greater than 50 psi. F-6 Compressive strength F-6.1 Preparation of specimens Using mortar freshly prepared as specified in F- 4.1.2,fill three 2-inch(50 mm)cube molds and cover with polyethylene film for 24 hours.Remove the poly- ethylene film and cure an additional 48 hours in the cube molds.At the end of 72 hours, remove cubes from the molds and store at 70-77OF(21-250C),45 to 55 percent humidity for an additional 25 days.On the 28th day after casting, obtain compressive strength on the cubes, generally following the pro- cedure of Paragraph 10.6, ASTM Test Method C- 109.Calculate the average. Requirement:Average compressive strength not less than 2500 psi ( 175.8 kg/cm2). F-7 Package labeling F-7.1 Application The container shall be clearly labeled.The neces- sary directions for application including identifica- tion of acceptable pre-packaged dry mortar to be used and the general instructions required below shall appear on the container. F-7.1.2 Instructions for storage: Instruc- tions for proper storage of the latex shall be given, including any cautions against damage by freezing that are required. F-7.1.3 Use: Instructions for proper use with kinds of tile, recommended tools, and procedures for application shall be given. If temperature range for use is different from the temperature range stated in A-1.5.3, it must be stated on the container. F-7.1.4 Shelf life: Each container of latex shall be labeled with date of manufacture and the age after which the latex cannot be safely used. ,End of.ANSI A118.4-=_1999 80 A-4.3 Installation of ceramic tile with A-4.3.1.2.3 Latex-portland cement thin-set mor- dry-set portland cement mortar tars are available in two forms.Both are dry mixes with one requiring the addition of liquid latex when or latex-portland cement mortar mixing. In this instance, follow the liquid latex ANSI A108.5 — 1999 manufacturer's instructions.The second form is a - factory blend of dry powder and dry polymers that requires that only water be added when mixing. In Applicable portions of Section A 1 through A-3 are this case,follow the mortar manufacturer's instruc- a part of these A108.5 installation specifications. tions. A-4.3.1.2.4 The proper mortar consistency is such NOTE—Dry-set mortars and latex-portland cement that when applied with the recommended notched mortars can be used as a 1/16 inch (2 mm) thick trowel to the backing,the ridges formed in the mor- bond coat to bond tile to a portland cement mortar tar will not flow or slump. bed that is still workable, as is customary when a neat cement bond coatis used.They can also be A-4.3.1.2.5 During use, remix mortar occasion- used on a cured(pre-floated)portland cement mor- all .Additional water or fresh materials shall not be tar bed or cementitious backer units.Under normal added after initial mixing.Mortar shall not be used conditions, a minimum of 20 hours cure at 70OF after initial set. (21°C) is adequate but longer mortar bed cures up to 10 days are desirable. A-4.3.2 Installation of tile for walls and A-4.3.1 Mixing mortars ceilings A-4.3.1.1 Mixing dry-set portland cement A-4.3.2.1 General mortars: Mix dry-set mortars in accordance with the following directions, unless mortar A-4.3.2.1.1 Installation of tile for walls and ceil- manufacturer's instructions differ. ings includes base,wainscot,window stools,reveals, wall breaks, and accessories where required. A-4.3.1.1.1 Add dry ingredients to recommended amount of water.Mix slowly and thoroughly and let A-4.3.2.1.2 Refer to Section A-3"General require- mortar stand for 15 minutes, then remix. Do not ments for tile installations"for specifications appli- speed mix. Do not add water, additional mortar, or cable to wall and ceiling installations. other ingredients after slaking period. A-4.3.1.1.2 Mortar consistency shall be such that A-4.3.2.2 Applying dry-set portland cement when applied with the recommended notched trowel or latex-portland cement mortar to the backing,the ridges formed in the mortar shall not flow or slump. A-4.3.2.2.1 Clean surface thoroughly. Dampen if very dry, but do not saturate. A-4.3.1.1.3 During use, remix mortar occasion- all .Additional water or fresh materials shall not be A-4.3.2.2.2 Apply mortar with flat side of trowel added after initial mixing.Mortar shall not be used over an area no greater than can be covered with after initial set. tile before the mortar skins over. Using a notched trowel of type recommended by mortar manufac- turer,comb mortar to obtain even setting bed with- p out scraping backing material. Cover surface uni- tars: Mix latex-portland cement mortars in accor- formly with no bare spots and with sufficient mortar dance with latex manufacturer's instructions or as to insure a minimum mortar thickness of 3/32 inch modified herein. (2 mm)between tile and backing after tile has been beaten into place. Tile shall not be applied to A-4.3.1.2.1 Use the brand of prepacked dry mor- skinned-over mortar. tar mix specified.by the latex manufacturer. A-4.3.2.3 Setting glazed wall the (Semi-vit- A-4.3.1.2.2 Add dry mortar mix to amount of la- reous and Non-vitreous) tex or water specified by manufacturer and mix thor- oughly to obtain complete and visually uniform wet- In of the dry mortar mix.Slake for 1 y minutes and A-4.3.2.3.1 Refer to mortar and latex remix before using. manufacturer's directions. 43 A-4.3.2.3.2 Tile shall not be soaked. A-4.3.2.5 Setting quarry tile, paver tile, and other unmounted vitreous A-4.3.2.3.3 Press tile into freshly combed mortar, and impervious the insuring mortar contact with tile while maintaining joint alignment and spacing.Keep an adequate joint depth open for grouting. A-4.3.2.5.1 Refer to mortar and latex manufacturer's directions. 7A-4.3.2.3.4 -Average contact area shall be not less than 80%except on exterior or shower installations A-4.3.2.5.2 Press tile into freshly combed mortar, where contact area shall be 95%when not less than insuring mortar contact with tile.Maintain joint align- three tiles or tile assemblies are removed for inspec- ment and spacing. Keep an adequate joint depth tion.The 80%or 95%coverage shall be sufficiently open for grouting. distributed to give full support of the tile. A-4.3.2.5.3 Average contact area shall be not less A-4.3.2.3.5 1)95% coverage is specified in the than 80%except on exterior or shower installations project specifications,back butter each tile with bond where contact area shall be 95%when not less than coat; or select a notched trowel sized to facilitate three tiles or tile assemblies are removed for inspec- the proper coverage, key the mortar into the sub- tion.The 80%or 95%coverage shall be sufficiently strate with the flat side of the trowel,and comb with distributed to give full support of the tile. the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or A-4.3.2.5.4 If 95% coverage is specified in the other means to achieve specified coverage.The project specifications,back butter each tile with bond imethod used should produce maximum coverage coat; or select a notched trowel sized to facilitate with the corners and edges fully supported. Peri- the proper coverage, key the mortar into the sub- odically remove and check a tile to assure that proper strate with the flat side of the trowel,and comb with coverage is being attained. . the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or A-4.3.2.4 Setting ceramic mosaic tile other means to achieve specified coverage. The method used should produce maximum coverage with the corners and edges fully supported. Peri- A-4.3.2.4.1 Refer to mortar and latex odically remove and check a tile to assure that proper manufacturer's directions. coverage is being attained. A-4.3.2.4.2 Press the into freshly combed mortar, A-4.3.3 Installation of tile for floors insuring mortar contact with tile.Maintain joint align- ment and spacing. Keep an adequate joint depth open for grouting. A-4.3.3.1 General A-4.3.2.4.3 Thoroughly beat all tile or tile assem- blies into place with a beating block to obtain maxi- A-4.3.3.1.1 Installation of floor tile shall be over a mum contact of bonding mortar on the back of each cement mortar bed, properly prepared concrete tile, or back of each tile and back mounting mate- slabs, or properly prepared cementitious backer rial.Average contact area shall be not less than 80% units. except on exterior or shower installations where con- tact area shall be 95%when no less than three tiles or the assemblies are removed for inspection. A-4.3.3.2 Applying dry-set portland cement mortar or latex-portland A-4.3.2.4.4 Deleted 1999 cement mortar aer before initial se t set of mortaile is e mounted,ccursandradj adjust alemove l ties A-4.3.3.2.1 Clean surface thoroughly. Dampen.if that are out of line or level.Use no more water than very dry, but do not saturate. necessary in removing paper. A-4.3.3.2.2 Apply mortar with flat side of trowel over an area no greater than can be covered with tile before the mortar skins over. Using a notched trowel of type recommended by mortar manufac- turer, comb mortar to obtain even setting bed with- out scraping backing material. Cover surface uni- 44 formly with no bare spots with sufficient mortar.to insure a minimum mortar thickness of 3/32 inch (2 mm) between tile and backing after tile has been beaten into place.Tile shall not be applied to skinned over mortar. A-4.3.3.2.3 Insert filler in movement joints. A-4.3.3.3 Setting floor the A-4.3.3.3.1 Press tile into freshly combed mortar, insuring mortar contact with tile.Maintain joint align- ment and spacing. Keep an adequate joint depth open for grouting. A-4.3.3.3.2 Average uniform contact area shall be not less than 80%except on exterior or shower in- stallations where contact area shall be 95% when no less than three tiles or tile assemblies are re- moved for inspection:The 80% or 95% coverage shall be sufficiently distributed to give full support to the tile with particular attention to this support under all corners of the tile. A-4.3.3.3.3 If 95% coverage is specified in the project specifications,back butter each tile with bond coat; or select a notched trowel sized to facilitate the proper coverage, key the mortar into the sub- strate with the flat side of the trowel,and comb with the notched side of the trowel in one direction.Em- bed the tile in the mortar by beating-in,pushing in a direction perpendicular to the combed ridges, or other means to achieve specified coverage. The method used should produce maximum coverage with the corners and edges fully supported. Perk odically remove and check a tile to assure that proper coverage is being attained. • c A-4.3.4 Grouting of the A-4.3.4.1 Before grouting,all tiles must be firmly set, all paper and glue removed from face of mounted tile, and all spacers, strings, ropes, and pegs removed. A-4.3.4.2' Consult mortar manufacturers recom- mendations prior to grouting. A-4.3.4.3 Install and cure grout in accordance with appropriate ANSI installation standard:A108.6 Chemical resistant epoxy grout; A108.8 Chemical resistant furan grout;A108.9 Modified epoxy emul- sion grout;or A108.10 Installation of grout. ;End of ANSI A108.5 — 1999 45 y American national standard specifications C-2.1.1 Fast-setting dry-set mortar: A dry- for dry-set portland cement mortar A118.1 set mortar specifically designed to obtain the mini- - 1999 mum required shear bond strengths at a much faster rate than normal dry-set mortar.The accelerated hydration may be accomplished by the use of liquid accelerators in combination with normal dry-set Foreword mortars or by the use of special cements in pow- Explanation and Notes dered form. This foreward is not part of American national stan- C-2.1.2 Non-sagging dry-set mortar:A dry- dard specifications for dry-set portland cement mor- set mortar specifically formulated to reduce slippage tar, A118.1. of tile on vertical installations. Formerly this standard included dry-set mortar types C-2.2 Ceramic tile: As described in to which sand and sometimes also cement (con- ANSI A137.1. centrate type) were added by the mechanic at the job site.These particular types are no longer cov- C-2.2.1 Tile for tests:All tiles for tests in this ered. However, mortars which require only the ad- standard are to be dry and clean as obtained from dition of water at the job site—mortars which may manufacturer's undamaged cartons.Mortar contact be labeled for one or more of the following types of is always on the unglazed face of glazed wall tile. tile:glazed wall tile, ceramic mosaics, pavers, and Water absorption of tiles is determined by ASTM quarry tile — are covered by this standard.These C373.Tiles for tests in this standard include the fol- mortars need only be tested for shear strength with lowing: respect to the particular types of tile for which they are intended. Mortars which are not restricted by their labeling to particular types of tile must pass all Designation Description of the shear tests. The specialized mortars covered in this specifica- A "Glazed wall tile,4-1/4 x 4-1/4 inches(108 x 108 mm), having a nominal tion (fast setting dry-set mortar and non-sagging thickness of 5/16 inch(8 mm),wa- dry-set mortar)shall only be exempt from those tests ter absorption of 13-15 percent. specifically stated plus some modifications to the normal testing procedures may be required where indicated. A-1 Same as A but cut to form pieces 4-'/a x 2-1/8 inches (108 x 54 mm) with the back pattern ribs parallel End of Foreword — Explanation and to the 2-1/8 inch dimension. Tile Notes must be dry at time of use. Dry to constant weight in an oven at 302OF (150°C) followed by a 24-hour C-1 Scope equilibrium period at 70-77OF (21- 250C), 50 percent relative humid- This specification describes the test methods and ity before use. minimum requirements for dry-set portland cement mortar. B 4 x 4 x 3/8 inch (102 x 102 x 10 mm) nominal unglazed paver tile weighing from 190 to 210 grams C-2 Definitions and having a water absorption of 3 percent or less. C-2.1 Dry-set mortar C 2x2x '/4 inch (50x5Ox6mm) modular unglazed ceramic mosaic A water-retentive portland cement mortar, which tile with a water absorption of 0 to eliminates the necessity of soaking either the tile or 0.5 percent.Always use the tile face backing surfaces before installation. that is free of paper or glue as the 62 bonding surface[actual size is ap- proximately 1-15/16 by 1-15/16 If X2 X, >_0.765,then the lowest value inches(50 by 50 mm)]. X4 X, shall be discarded D 4 x 8 x 1/2 inch(102 x 208 x 13 mm) If X4 X3 >_0.765,then the highest value nominal unglazed quarry tile with X4 X, shall be discarded water absorption not exceeding 5 percent, cut into pieces approxi- mately 4 x 4 x'/2 inch.The smooth face is used as the bonding sur- where X,,X2,X3,X4,are the observed shear strength face. values from lowest to highest. *In order to obtain comparable test results, the tile C-4 Tests for application properties selected shall be standard grade,of one glaze color, of dry-set mortars obtained from one manufacturer. Bonding surface must be cleaned of dust produced by cutting.Brush wet and flush with plain water. C-4.1 Mortar preparations C-3 Sampling and testing C-4.1.1 Water ratio:The water ratio used in procedures mortar preparation shall follow the manufacturer's recommended water to powder ratio. C-3.1 Sample C-4.1.2 Mixing mortar: Slowly hand mix the mortar and water until uniform mixing has been Obtain not less than 20 pounds (9 kg) of the par- achieved,and then vigorously mix for proper air en- ticular brand of dry-set mortar to be tested from a trainment and consistency. The mixing operation commercial shipment of recent manufacture to con- shall be performed in five to six minutes of the initial duct tests described in this standard. water addition.Slake for 15 minutes and remix be- fore using unless otherwise stated in the subsequent test.The resulting mortar shall be trowelable, but C-3.2 Temperature stiff enough so that when it is troweled on. a hori- zontal surface with a'/4-inch(6 mm)square-notched trowel,the ridges retain their original shape without Unless otherwise stated in a particular test,all tests sagging or spreading.This mix ratio shall be used are to be run at a normal room temperature of 70- in all tests. 77°F (21-25*C) and relative humidity of approxi- mately 45-55 percent.Components(water, mortar, tile,etc.)used in performing all tests shall be stored C-4.2 Initial set at the temperature specified for each test fora mini- mum of 12 hours prior to use. By Gilmore Needles(ASTM C266)using mortar as prepared in C-4.1.2 with a 15-minute slake and a C-3.3 Recording test values 1/2-inch (13 mm)thickness of prepared material. In any of the following tests requiring more than one Requirement: Initial set greater than 6 hours after specimen,record each individual test value and de- mortar sample is prepared. termine the mean of the multiple values for com- parison with the test requirements. C-4.2.1 Initial set at 100OF: By Gilmore Needles(ASTM C266)using mortar as prepared in Values which do not reflect a normal distribution of C-4.1.2 with a 15-minute slake and'/2-inch(13 mm) shear strengths shall be discarded when they sat- thickness of prepared material. isfy the Dixon test for extreme value as follows: Requirement:Initial set greater than 1.0 hour after mortar sample is prepared. 63 C-4.2.2 Initial set of fast -setting dry-set high temperature,one tile(Type A)shall be pressed mortars: By Gilmore Needles, (ASTM C-266) us- onto this mortar surface with the open time tool so ing mortar mixed and slaked according to that the space between the tile (exclusive of the manufacturer's instructions with a 1/2-inch (13 mm) back pattern) and wallboard is 3/23 inch (2.4 mm) thickness of prepared material, and then twisted to a 90 degree angle.At 5 minute intervals, additional tile shall be set and twisted in Requirement: Initial set greater than or equal to the same manner. Designate as the Open time, 1.0 hour after mortar sample is prepared. the longest time after application of the mortar that the tile is retained on the surface when applied in the above fashion.Make two such tests,one at room NOTE — Testing for initial set at 100°F is not re- temperature and one at high temperature. quired for fast-setting dry-set mortars. The open time tool shall consist of a 1/4-inch(6 mm) C-4.3 Final set thick,flat brass plate 5-1/z x 3-3/4 inches(140 by 95 mm)with 4 studs threaded into it, one at each cor- ner.The studs shall be adjusted so that they will By Gilmore Needles(ASTM C266)using mortar as protrude from the bottom side of the plate 3/32 inch prepared in C-4.1.2 with a 15-minute slake and a (2.4 mm)more than the thickness(exclusive of the 1/2-inch (13 mm)thickness of prepared material. back pattern)of the Type A wall tile used for the test and the brass nuts used to lock the studs at this Requirement:Final set greater than 9 but less than position. 15 hours after the mortar sample is prepared. NOTE—Condition wallboard at 100OF(38°C)for 12 h C-4.3.1 Final set at 100°F: By Gilmore ours before high temperature testing. Needles (ASTM C266) using mortars prepared in C-4.1.2 with a 15-minute slake and a 1/2-inch (13 Requirement: mm)thickness of prepared material. Room temperature open time:50 minutes or more Requirement: Final set greater than 1.5 hours af- at 70-77°F(21-25°C)and a relative humidity of 45- ter the mortar specimen is prepared. 55 percent. C-4.3.2 Final set of fast-setting dry-set High temperature open time:20 minutes or more mortars: By Gilmore Needles, (ASTM C-266) us- at 100-110°F (38-45°C) and a relative humidity of ing mortar mixed and slaked according to 45-55 percent. manufacturer's instructions with a 1/2-inch (13 mm) thickness of prepared material. C-4.4.1 Open time of fast-setting dry-set mortars:Follow testing procedures as described in Requirement: Final set less than 3 hours after the C-4.4 using mortar mixed and slaked according to mortar sample is prepared. manufacturer's instructions. NOTE—Testing for final set at 1000Fis not required Requirement: Room temperature open time:20 for fast-setting dry-set mortars. minutes or more at 70-77°F (21-25°C) and a rela- tive humidity of 45-55 percent. C-4.4 Open time NOTE—Testing for Open time at high temperature is not required for fast-setting dry-set mortars. Prepare at least 1,000 grams of mortar powder as specified in C-4.1.2.Trowel onto a vertical, rigidly supported gypsum wallboard(1/z-inch thickness)sur- C-4.5 Adjustability face using a'/a-inch square-notched trowel with 1/4- inch flats, so as to obtain an average mortar thick- Prepare mortar as specified in C-4.4 but slake for ness of 1/8 inch(3 mm).After an initial period of 45 one additional hour at room temperature after the minutes for room temperature and 15 minutes for 15-minute remixing.Trowel mortar onto a vertical, 64 rigidly supported gypsum wallboard ('/z-inch thick- designated for vertical ness)surface using a'/a-inch(6mm)square notched applications) trowel with '/a-inch flats,so as to obtain an average mortar thickness of 3/32 inch (2.4 mm). Immedi- ately upon troweling mortar for each test, using the Screed mortar onto a 2 x 7-'/z x 15-1/2 inch(51 x 190 open time tool described in C-4.4, press 10 tiles x 394 mm) concrete block of density of 2.35 gm/ (Type A)onto the mortar surface,so that the space cm3, using a 7-1/z inch square, 1/8 inch thick, between tile (exclusive of the back pattern) and plexiglass template with a 5-1/2 inch square hole. wallboard is 3/32 inch (2.4 mm).Allow a 3 inch (76 The mortar shall be screeded using 10 cuts in a mm) space between the tile. Using the open time right to left direction and 30 cuts in a left to right tool,twist each tile through an angle of 90 degrees direction (t2 cuts). One cut shall consist of a com- and back to the original position at 5-minute inter- plete up and down motion.Cut the plexiglass form vals. Allow 25 minutes initial time before twisting free from the mortar and remove it. Gently center the first tile for the 70OF(21°C) test and 5 minutes the tile(Type B)on the mortar pad with the ribs in a for the 100°F (38°C) test. vertical position and place the tile-application jig(Fig. II)onto the tile.Following the application pattern(Fig. Twisting the tiles shall be performed using one hand I11),raise the 130 gm(t5 gm)weight up the shaft of only.Designate as the Adjustability,the longest time the jig and drop once from a height of 4 inches in after application of the tiles that a tile remains af- each of the four positions.Remove the tile-applica- fixed to the surface when so tested.Make separate tion jig and place the sag-measuring jig (Fig. IV) tests at 100°F(38°C)and at 70OF(21°C), both at a onto the block with the tile and mortar pad between relative humidity of approximately 50 percent. the metal struts. Secure the sag-measuring jig to the block using the set-screws at the top of the jig. Then screw the center-measuring shaft inward un- NOTE—Condition wallboardat 100OF(380C)for 12 til the bottom of the plexiglass beam lightly touches hours before high temperature testing. the top surface of the tile.Record the measurement in 64ths of an inch.This shall be achieved by read- ing the bottom edge of the beam on each strut and Requirement: the average of the two readings taken.This value is termed the initial sag measurement.Readings shall Room temperature adjustability: 30 minutes or be taken on the bottom of the beam using the inner more at 70-77OF(21-25°C) and a relative humidity scales of each strut.Remove the sag-measuring jig of 45-55 percent. and reposition the assembly so the tile and mortar layer is in a vertical plane.After one hour, return the block to its initial position and replace the sag-mea- High temperature adjustability: 10 minutes.or suring jig.Record the tile position with the measur- more at 100-110°F(38-45°C)and a relative humid- ing beam as specified above.This value is termed ity of 45-55 percent. the final sag measurement.Subtract the initial sag measurement from the final sag measurement.This number is to be called the"sag value" C-4.5.1 Adjustability of fast-setting dry-set mortars: Follow testing procedures as described in C-4.5 using mortar mixed and slaked according Requirement: Sag less than 1/16 inch (2 mm). to manufacturer's instructions.Additional slaking pe- riod of one hour is not required. C-4.6.1 Sag on vertical surfaces of non- sagging dry-set mortars:Assemble the test speci- Requirement: Room temperature adjustability: men as indicated in C-4.6 except use Type D tile. 20 minutes or more at 70-77OF(21-25°C)and a rela- tive humidity of 45-55 percent. Requirement: Tile must not sag from its original position. NOTE— Testing for adjustability at high tempera- ture is not required for fast-setting dry-set mortars. C-4.7 Cohesion immediately after C-4.6 Sag on vertical surfaces application (required for mortars Apply a1/a-inch(6mm)layer of mortar(per C-5.1.1) between two tiles(Type A).Offset end of the tiles 1 65 inch(25 mm)and clamp top tile in a horizontal posi- C-5.1.3 7-day water immersion shear tion so that lower tile is supported only by the cohe- strength:Immerse 4 specimens prepared in C-5.1.1 sion of the mortar. Note position of lower tile after in water for 7 days.Test in shear(per C-5.1.2) and 24 hours. record the values as 7-day water immersion shear strength. Requirement:Assembly to be intact. Requirement:Shear strength greater than 150 psi C-5 Shear strength of mortars to (10.5 kg/cm2). ceramic tile C-5.1.4 4-week shear strength: Cure 4 specimens prepared in C-5.1.1 for an additional 3 C-5.1 Shear strength of mortars to weeks at the temperature and relative humidity glazed wall tile specified in C-5.1.1.Test in shear(per C-5.1.2)and record the values as 4-week shear strength. C-5.1.1 Preparation of specimens: Prepare Requirement:Shear strength greater than 250 psi 500 grams of mortar as specified in C-4.1.2. As- 2 semble 16 shear specimens from 32 pieces of Type (17.4 kg/cm ). A-1 tile, with a 3/32 inch (2.4 mm) mortar layer by bonding two pieces of tile together for each speci- C-5.1.5 12-week shear strength: Cure 4 men.The 3/32 inch mortar bonding layer shall be specimens prepared in C-5.1.1 for an additional 11 established by placing 1/8 inch (3 mm) thickTbar weeks at the temperature and relative humidity spacers(Figure V)on the smallest tile edge;be sure specified in C-5.1.1.Test in shear(per C-5.1.2)and to rub all of the mortar off the underside of the spac- record the values as 12-week shear strength. ers by sliding them back and forth along the edge. The top tile shall be placed with the cut edge oppo- site to that of the bottom tile's cut edge and squeezed Requirement:Shear strength greater than 250 psi until a 3/32 inch thickness of mortar is obtained. (17.4 kg/cm2). The specimen shall be constructed so that the cut edge will be loaded.The tile shall then be slid back C-5.2 Shear strength of mortars to and forth along the stainless steel spacers to en- sure proper thickness of the mortar.The tiles shall impervious ceramic mosaic tile then be slid to ensure a 1/8 inch(3 mm)offset.Care shall be taken in removing the stainless steel spac- C-5.2.1 Preparation of specimens:Prepare ers so as not to cant or slide the tiles in relation to 500 grams of mortar as specified in C-4.1.2. As- each other or to alter the offset distance.Specimens semble 16 shear specimens from 32 Type C tiles, should not be individually handled for 24 hours and with a 1/8 inch (3 mm) mortar layer by bonding the shall be treated with care until broken.Cure all speci- two tiles together for each specimen.The 1/8 inch mens for seven days at 70-77°F (21-25°C), 45-55 mortar bonding layer shall be established by plac- percent relative humidity and further cure or treat ing 1/8 inch thick T bar spacer(Figure V)on the tile as directed in tests C-5.1.2 through C-5.1.5. As- edge;be sure to rub all mortar off the under side of sume an area of bond of 8.0 square inches (51.6 g cm2) in calculating the strength value in psi. the spacers by sliding them back and forth along the edge.The top tile shall be placed on top of the mortar layer and squeezed until a 1/8 inch thick- C-5.1.2 7-day shear strength: Remove 4 ness of mortar is obtained.The tile shall then be specimens assembled as directed in C-5.1.1 and slid back and forth along the stainless steel spac- individually test as in C-5.4 with compression load- ers to ensure proper thickness of the mortar.The ing at a rate of 2400 pounds(1088.6 kg)per minute tile shall then be slid to ensure a 1/8 inch (3 mm) so that the mortar is stressed in shear to failure. offset. Care shall be taken in removing the stain- Record these values as the 7-day shear strength. less steel spacers so as not to cant or slide the tiles in relation to each.other or to alter the offset dis- tance.Specimens shall not be individually handled Requirement:Shear strength greater than 200 psi for 24 hours and shall be treated with care until bro- (14 kg/cm2). ken.Cure all specimens for seven days at 70-77OF (21-25°C),45-55 percent relative humidity and fur- ther cure or treat as directed in tests C-5.2.2 through C-5.2.5. Assume an area of bond of 2.9 square 66 inches (18.7 Gm2) in calculating the strength value mortar layer and squeezed until a 1/8-inch thick- in psi. ness of mortar is obtained.The tile shall then be slid back and forth along the stainless steel spac- C-5.2.2 7-day shear strength: Remove ers to ensure properthickness of mortar.The speci- specimens assembled as directed in C-5.2.1 and men shall be constructed so that the uncut, manu- individually test as in C-5.4 with compression load- factured edge will be loaded.The the shall then be ing at a rate of 360 pounds (163.4 kg) per minute, slid to ensure an 1/8 inch (3 mm)offset. Care shall so that the mortar is stressed to failure. ecord these be taken in removing the stainless steel spacers so values as the 7-day shear strength. as not to cant or slide the tiles in relation to each other or to alter the offset distance.Specimens shall Requirement:Shear strength greater than 150 psi not be individually handled for 24 hours and shall (10.5 kg/cm2). be treated with care until broken. Cure all speci- mens for seven days at 70-77OF (21-250C), 45-55 percent relative humidity and further cure or treat C-5.2.3 7-day water immersion shear as directed in tests C-5.3.2 through C-5.3.4. Use strength:Immerse 4 specimens prepared in C-5.2.1 measured area of bond or assume an area of bond in water for seven days.Test in shear(per C-5.2.2) of 14.4 square inches(92.9 cm2) in calculating the and record the values as 7-day water immersion strength value in psi. shear strength. C-5.3.2 7-day shear strength: Remove 4 Requirement: Shear strength greater than 100 psi specimens assembled as directed in C-5.3.1 and (7.0 kg/cm2). individually test as in C-5.4 with compression load- ing at a rate of 1340 pounds(609.09 kg)per minute, C-5.2.4 4-week shear strength: Cure 4 so that the mortar is stressed in shear to failure. specimens prepared in C-5.2.1 for an additional Record these values as the 7-day shear strength. three weeks at the temperature and relative humid- ity specified in C-5.2.1.Test in shear (per C-5.2.2) Requirement: Shear strength greater than 50 psi and record the values as 4-week shear strength. (3.5 kg/cm2). Requirement:Shear strength greater than 150 psi C-5.3.3 4-week shear strength: Cure 4 (10.5 kg/cm2). specimens prepared in C-5.3.1 for an additional three weeks at the temperature and relative humid- C-5.2.5 12-week shear strength: Cure 4 ity specified in C-5.3.1.Test in shear(per C-5.3.2) specimens prepared in C-5.2.1 for an additional and record the values as 4-week shear strength. eleven weeks at the temperature and relative hu- midity specified in C-5.2.1.Test in shear(per C-5.2.2) Requirement:Shear strength greater than 100 psi and record the values as 12-week shear strength. (7.0 kg/cm2). Requirement:Shear strength greater than 150 psi C-5.3.4 12-week shear strength: Cure 4 (10.5 kg/cm2). specimens prepared in C-5.3.1 for an additional eleven weeks at the temperature and relative hu- C-5.3 Shear strength of mortars to midity specified in C-5.3.1.Test in shear(per C-53.2) quarry the 9 and record the values as 12-week shear strength. Requirement:Shear strength greater than 100 psi C-5.3.1 Preparation of specimens: Prepare (7.0 kg/cm2). 1000 grams mortar as specified in C-5.1.2. As- semble 12 shear specimens from 24 pieces of Type D the with a 1/8 inch (3 mm) mortar layer by bond- C-5.4 Support for shear specimens ing the two pieces of tile together. The 1/8 inch mortar bonding layer shall be established by plac- Support all shear bond specimens in the shear bond ing 1/8 inch thick T-bar spacers (Figure V) on the test jig (Figure VI). Be sure to place the tile whose tile edge;be sure to rub all mortar off the under side edge is to be loaded against the non-movable sup- of the spacers by sliding them back and forth along port. the edge.The top tile shall be placed on top of the 67 f C-5.5 Shear strength of fast-setting No tests or requirements are given for the following mortars properties. However, good performance in these properties is expected of dry-set mortars. Test as described in Section C-5 except fast-set- ting mortars shall be mixed and slaked according to C-7.1 Freedom from objectionable manufacturer's instructions.Also,assemble 8 addi- odor tional shear specimens(4 impervious ceramic mo- saic tile and 4 quarry tile specimens).These speci- mens shall be dry cured at 70-779F(21-252C), 45- C-7.2 Non-lumping 55 percent relative humidity.Shear these specimens after curing 4 hours. C-7.3 Water retentivity Requirements: In addition to the shear bond strengths required in sections C-5.2 and C-5.3,fast- C-7.4 Inedibility by vermin setting mortars are required to meet the following: C-7.5 Homogeneity � 4-hour shear strength of mortar to impervious ceramic mosaic tile: Equal to or greater than 50 psi. C-8 Package labeling 4-hour shear strength of mortar to quarry tile: C-8.1 Application Equal to or greater then 50 psi. The container shall be clearly labeled.The direc- C-6 Additional requirements for tions for application and the general instructions comparison with portland required below shall appear on the container. cement C-8.1.1 Instructions for storage: Instructions While no specific tests are given for the following for proper storage of the dry-set mortar and any items, dry-set mortar performance is expected to liquid additive required shall be given including any r be at least equal to Type I portland cement. cautions against damage by freezing that are re- quired. C-6.1 Non-etching of glazes C-8.1.2 Use: Instructions for proper use with kinds of tile, recommended tools, and procedures C-6.2 Non-toxicity for application shall be given.If temperature range or use is different from the temperature range stated in A-1.5.3, it must be stated on the container. C-6.3 Non-allergenicity C-8.1.3 Shelf life:Each container shall be la- C-6.4 Resistance to mold growth beled with the date of manufacture and the age af- ter which the product cannot be safely used. C-6.5 Stability in storage End of ANSI A118.1 — 1999 C-6.6 Practical handling on the job C-6.7 Non-flammability of dry powder C-7 Additional properties of dry-set mortar 68 A-4 Installation of ceramic tile Installation of load bearing, bonded, waterproof membranes for thin-set ceramic tile and dimension stone ANSI A108.13 (Section A-4.10) Applicable portions of Section A-1 through A-3 are a part of these A108.1 A installation specifications. A-4.1a Installation Iof ceramic the in the Ceramic tile installation methods are divided wet-set method, with portland into twelve sections: cement mortar ANSI A108.1 A— 1999 Installation of ceramic tile in the wet-set method, with portland cement mortar ANSI A108.1A (Sec- A-4.1a.1 Application of metal lath and tion A-4.1a) scratch-coat to walls and ceilings Installation of ceramic tile on a cured portland ce- ment mortar setting bed with dry-set or latex-port- When it is specifically stated in the tile or plastering land cement mortar ANSI A108.1 B(Section A-4.1 b) section of the project specifications that the metal lath and/or scratch coat is part of the tilework,prepa- Installation of ceramic tile with contractor's option: ration and installation of the metal lath and/or scratch wet-set method with portland cement mortar OR coat shall be as follows: on a cured portland cement mortar setting bed with dry-set or latex-portland cement mortar ANSI A-4.1a.1.1 Metal lath: All lathing used as back- A108.1 C (Section A-4.1 c) ing for tile applied on interior walls and ceilings shall be metal lath complying with ASTM C847, except Installation of ceramic tile with organic adhesives steel need not be copper bearing and may be or water cleanable tile-setting epoxy adhesive ANSI painted. Metal lath on exterior walls shall comply A108.4 (Section A-4.2) with ASTM C847 and be galvanized.Lath shall be flat expanded type and weigh not less than 2.5 pounds per square yard(1.4 kg/m2).Preassembled Installation of ceramic tile with dry-set portland ce- membrane material shall be capable of being lapped ment mortar or latex-portland cement mortar ANSI metal to metal and membrane to membrane. Nei- A108.5 (Section: A-4.3) ther flat rib metal lath nor 3/8-inch(10 mm)rib metal shall be used for tile backing. Installation of ceramic tile with chemical resistant, water cleanable tile-setting and -grouting epoxy A-4.1a.1.2 Application of lath:Before applying ANSI A108.6 (Section A-4.4) metal lath to wood studs,wood furring,steel studs, or a solid backing, secure membrane over studs or Installation of ceramic tile with chemical resistant furririg, with joints lapped.The method of securing furan resin mortars and grouts ANSI A108.8 (Sec- membrane and lath to wall or stud surfaces shall tion A-4.5) conform to building codes. Installation of ceramic tile with modified epoxy emul- Install a membrane free from holes or breaks and sion mortar/grout ANSI A108.9 (Section A-4.6) lapped shingle-fashion a minimum of 2 inch(50 mm) in back of all tilework unless otherwise noted.Mem- brane may be 15-lb. roofing felt or 4 mil polyethyl- Installation of grout in tilework ANSI A108.10(Sec- ene film. tion A-4.7) A-4.1a.1.2.1 Extend lath in showers to within 2 Interior installation of cementitious backer units ANSI inches (50 mm) of floor and lap over the shower A108.11 (Section A-4.8) pan. Nails in lath shall not be placed below top of shower pan. Installation of ceramic tile with EGP (Exterior glue plywood) latex-portland cement mortar ANSI A-4.1a.1.2.2 Lap metal lath a minimum of 2 inches A108.12 (Section A-4.9) (50 mm)at sides and end where sheets are joined. 35 r----�- ---`--�- - � � � --- �� w � . . i _y__,;:. (� �� �� � � ��_�1 � �� 1c g ' ' - i STRUMSKI & WOODS, LLC ATTORNEYS AT LAW THE BARNSTABLE HOUSE 3010 MAiN'STREET BARNSTABLE,MASSACHUSETTS 02630 TELEPHONE(508)362-6600 FAx(508)362-6614 JOSEPH F.STRUMSKI,JR. ERIN R.DONOVAN,OF COUNSEL CARRIE L.WOODS JENNIFER L.MCNULTY January 17, 2013 Keeper of Records Town of Barnstable Regulatory Services, Building.Division 200 Main Street Hyannis, MA 02601 Re: Michael Bradburn, et al v. Date of Loss: 07/21/2011 Dear Sir or Madam: Please be advised that I represent Michael Bradburn, Alex Bradburn, Grace Bradburn and May Bradburn, with regard to injuries they suffered as result of a faulty building materials in their hotel room, which occurred on July 21, 2011, at Resort and Conference Center,at Hyannis, 35 Scudder Avenue, Hyannis, Massachusetts. Kindly provide me with a copy of the complete report, including notes, diagrams, photographs, and any other documents regarding the accident. Should you have any questions concerning this request, please do not hesitate to contact me: , Very truly yours, JO ' H F. STRUMSKI; JR. _ , JFS/dd 9`T i�.� jo SINE Sign TOWN OF BARNSTABLE Permit * BAMnABLE. *" MASS 9�ArE p 3�p�� Permit Number: Application Ref: 200802521 20070172 Issue Date: 05/12/08 Applicant: TFG HYANNIS HOSPITALITY LLC Proposed Use: HOTELS Permit Type: SIGN PERMIT Permit Fee $ 150.00 Location 35 SCUDDER AVENUE Map Parcel 289110 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW WALL SIGN 31 SQ & 35 SQ REPLACEMENT CONFERENCE CENTER & THE RESORT & SPA Owner: TFG HYANNIS HOSPITALITY LLC Address: 350 NORTH QUAKER RD NORTH FALMOUTH, MA 02556 s Issued By: p POST THIS CARDSO TI3AT IS VISIBLE FROM THE STREET Qi I >;r � � � ' � - �� Town of Barnstable Regulatory Services Thomas F.Geiler,Director •�`` ' MAM Building Division v\ �`� Tom Perry,Building Commissioner V 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 509-790-6230 Permit# Application for Sign Permit T'A cz-s N Applicant: 'S>UT 7E%L1L-V'f e3 Map&Parcel# U� C) Doing Business As: � rz.� Cc�'��2u C� C'eWtC4 Telephone No. ,564 3 569 CJ Sign Location Street/Road:- 3 5 Sc. ��l�`S ° Zoning District: Old Kings Highway? YesChyannis Historic District? Ye INo i Property Owner Name: S LT FN L�: -( Livti�Z if Y ST e�phone: Address:_35 SC-�-Dc�&-q-C n Villager CA VE \< S vS f c Sign Contractor , - : Name: �,`lVy�ov�(lSC� Ct� Telephone: 5c�v-3`! Mailing Address: �� S� Vic-? S2 �a Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? .. es (Note:If yes, a wiring permit is required) pal A- Z Width of building face QO ft.x 10= z.10= SgXL of proposed sign Ji 31 I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:1WPR ESI 1GNW1GNAPP.DOC Rev.9/12/06 I� ^� Y �,! axr a �. - � `�4r � �A )t� 3.E�a: k u+Na,e d ,� , �� -u y � ' � v tip- fi.• -'"j, § "1 4, rs' v,w+ ,t x�h, 4 t 1 w �o 1 �`� tw• 1 fG 2.3.'+rJ F xh M .,,-�q 4 ;',� ti ,� Az of .". :,� ,,,.r v r 2 ..,e ",t a... N:4.. - Via«. Y„ - s u Jim. ,.,: r.. _ ...: ,..,,.,.,. y., . W 3<3. -.h.. 7e. �Nt " ,_... .::- Sf n .. }f. 5 u k:.r 41 i. ,�. R, y 4a� S. rre. r 4 �:,.. n. :.4.. �, P-a ..� a k. ,Fu � +t. 5;., r r ,a. ;.;.> � �+ �" � :..<p.x w, ;: �„ , , s. ,;,. .'�', :;e. � ,,� �.! .a, :e# ; S,w " , .�.�a, :'fi4 ,S ... h.�' y:>R '�.M,:n 94 ;.. a £ .<+y M^ �, ' 4�..m5,. u4`f 4 .,r ,.. � .. �+ �� ,'kK;.. �..:�. a5� :� .�:.... ?SS,.. .�'.�k..:k'u4'��X�,ears:5��rtq.,.. �4sz5afisZa$ ^ t aa� xaix l wz s � '��o- , � i t •,;rr a ,:;y i ,.n.-" ,.€�fi ,� a."z..�.,..F.w ^M�.b:�' �°.,;"" ,., ' '� �^a�.' `d-... ?J ' LETTERS N A 39' X 154" PEA�C - r O 65,3 CALC2. MAIN ST ;_ YARMQUTH, MA_ 02--.66- . b ) l. -AL.JL ®� \508)' 398-2721 (508) 70-3130 Fax wwwPlymou,thSign.corn PO. NUMBER k y� �i u-�. � �x ,LyZ _ Z �, {�_ �. w .� � s • � �� ��� i 4 ., t �- .< r r � ), �r r _ .. � T E 7 y� t, .j_. 1^ r r , ro ' M . Ol`1 Ad RE' CONrFE N CE , : y ..=HYANNIS�RESORT Vista Del Mar Spa t Hyannis Athletic fiub ` in Bruoks Golf Courso - ........,,:w�w4ya+ww�r,;,.M. i} r at A" 6 4 F R �•, ,, L w.r.^j et R'' � `. + o. .T` �c, M�A+ay+ 7t,xtr�v ti 06 7 - � ...e..—..�"�'�'w-z".-.sae• f. � '':� y,, Fi S.K�Y .,�'��' � N,.� �Y M r 3_ a �_ mac...--.� .,, ^,•,+. „�...... a. y, •+V l�-iwt r / r- 's., MCI '' g's'+^ - i.#• �� '�,S" xt���. 'i x i T s ,�.� � � t"� �'$,. �,,_ v �a�+ it r Town of Barnstalble ,.� Regulatory Services Thomas F.Geiler,Director � S. Building Divisio» Ep Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit 'p,AQ-T Ne-\JZSi \' D Applicant: ` C-:T :9N�'-A e3 Map &Parcel# c Doing Business As: � c2-1 c � v �e CCW�Telephone No. 508 Sign Location Street/Road:- Zoning District: Old Dings Highway? Ye o yannis Historic District? Ye /No Property Owner A Name: S i 1Z E�L>L'i�( Li V�vT Lb -PYZ.�-n-a Telephone: Sz='c� ��tf— � S(k� Address: ,5S Villa e: kAv Sign Contractor Name: I'� c 3 Telephone: _-� Mailing Address: -2 � SC'� AA,4- t,�-k"D Ga f Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, to-ation and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? es (Note:Ifyes, a wiring permit is required) Width of building face 100 0 ft.x 10= z.10= Sq.Ft of sign v� ` proposed I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§24.0-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: ✓� Date: J� Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:1 WPRLES1S1GNSI SIGNAPP.DOC Rev.9/12106 ' 1 �u qOO �� L -etS vast peed TD�C( R. ° sn F: ti ci �'ak 'r + N t .rytiyp N.Wr x' .d.. ��j'� t a '� .�� � s3 r�`�.,�` C l s-r� ��' �1,. �t to�r n�• _ �m4` 3 l 4 � t gyp; IN � �Fz �"••' .r d C. k N# N 20" THE / 2V RESORT / 18" & SPA DESIGN® BY CUSTOMER APPROVED BY: FILENAME P.O. NUMBER: ! �r4 rw r our P6j� dl �.aM- ,.�� '..._ �wMlteWiNRYYF..`L'Mb4 "-ra 1\�i� �IRa"x 1 31��1NNaA� L •J•n .1..I, •�5,w �wi.n ILI lk R � _ .emu.. �,lie,r�. ,;,,�'bI" • T- $. ��~+�aM�.r.+o'a'h�'n'Paitn. 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', .;. _ ,,n ..,, ,.. , �`, s' .S ,,r s�r?' � r.,p •: ,tqC., � � -,�;j �/, ,e '� ++�',�, •rss'. )4 r, �+ , .g.,. •," ... M: a., :- - �.;._,. .. ,�:: .- ;:,.. -.., .�,;.. � ..;, k'��t� �: s x '-' ;z' �: +r.+. -' ap,.,r "'9e£}'ir„�C. kq:.11 yy���� 4,a�, w"'e: w:.r,-'� it�,,a�'s;r%�w •w s,k, -a , •",: ..F .r.. ;. � _. j > ��Fr'. any:,._. �$' f 1 F r. '7K ',5 'V`ix.::., � 4^i{ , ".: .1 ... ,t. - }• ?�, +;� t � S .1�, :� fA �y i��'�, .�� 1.?a t.'. '4� "-��K „wry Jt':' : - ..+K... a,....� .1•• 'r� "�"•e. ,.;.,_ _. �. .-,�. ,. �.�ax-'.. t t �':. `i s 1 e :.,» a;� +k ♦ -..a ¢ '.•�s.= - ., x,.. ,. -t. .,-.p .,.... r -,.. .... ✓' .,,•i%, '�,.. +. < ) , ' �'e. ,�.. .'+ ' •�, G��}'�� .'�a >~i'` t=.' ,�.%� 's. .a .:� '. -�- :t s>x s,:;� � -- .�..-t: v ..1F'. . �x1�... . a•,, � .ea. �,.'.�,., j a` `1 °'cad . '�i, x+,.; >:�. ;':`�i �'.+..a>,r�° "ti,x, '`:.� .a YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: S-12 Zfl o/o� / Fill in please: APPLICANT'S YOUR NAME/S: l��c! C fr S�1 !!9 BUSINESS G YOUR HOME ADDRESS: 35%y � '+"r 5©O S%2- 69 Q 0 L r ttNt,. "svy�T TELEPHONE # Home Telephone Numbe S d S'- zt �n are+f 4 17 NAME OF CORPORATION: o�E'y 5 0 :i �4 b er5 n.C NAME OF NEW BUSINESS F S h1 L TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES _.2CNO ADDRESS OF BUSINESS ,?.S 19 4/ Y ,wy, ff MAP/PARCEL NUMBER 1+ - �/O (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You.MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSI NE R'S OF IC This individ al h rt info of a y rmit requirements that pertain to this type of business. Aut prized Sig t COMMENT IA Ohl 2. BOARD OF HEALTH This individual has bee formed of the p mi equire s that pertain to this type of business. ✓Aut prized Signatu e* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual ha Men en inf med of the licensing requirements that pertain.to this type of business. "Authorized Signature COMMENTS: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION•. Map Parcel a q i Q Application# C:;� Health Division Date Issued 3 �� Conservation Division Application ' Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3 S L.c, A e-9- Village 14 y r, ni0i' d Owner P1 L i A I C'G RA r�r Sti�D Address E 9 0 - (- Telephone 6 QOX 41,00 3co-j~k O-Ate AZFS Permit Request C®gin -R�e.� �N t� tax 9 a pa Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain c� Groundwater Overlay Project Valuation a b',Q-do p 0:d Construction Type f� 00A VAYt, W-11512 Qfil Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 �koc`1 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other zyA Basement Finished Area(sq.ft.) A)A Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing w Number of Bedrooms: existing new ;4t Total Room Count(not including baths):existing JTI� new First Floor Roo All- Central unt Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Air: ❑Yes ❑No Fireplaces: Existing '41 .9:::� New Existing wood/coal st ve: ❑Yes qNo Detached garage:❑existing ❑new size AIA Pool:❑existing ❑new size Barn'❑existin ; ❑new size Attached garage:❑existing ❑new size IVY- Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 4 Yes ❑No If yes, site plan review# Current Use 6 Proposed UseA C e-L BUILDER INFORMATION C 61 2 719 1 9f 9 Name 2Y A4k0JJy/A-hvuY5 (0414 r Q6 Ca, Telephone Number© 971 5 3 7— , Address License# C S S UJ M 0-�,k M'�— D,�i 1�c( Home Improvement Contractor# 3 3 S 3�f Worker's Compensation# 0 e- ��9 q S a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO W aA SIGNATURE DATE aI C Q FOR OFFICIAL USE ONLY i APPLICATION# , DATE ISSUED MAP/PARCEL NO. i t ADDRESS VILLAGE OWNER DATE OF INSPECTION: 'kx • FOUNDATION FRAME INSULATION ti FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL " FINAL BUILDING' DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents IMPORTANT • " Office of Investigations A SEPARATE PERMIT IS REQUIRED FQR THE INSTALLATION 600 Washington Street of SMOKE DE`ECTORS - FIRE ALARM INSPECTIONS ARE PERFORMED BY THE FIRE DEPARTMENT HAVING JURISDICTION Boston,MA 02II1 PERMITS ARE AVAILABLE.AT 206 MAIN ST.,HYANNIS,Mr. wrdw.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers A_pplicant Information \ 1 (} (� .Please Print Le�ibl� Name(Business/Orgmizatiovbdividual): �'1�"� ()'+f � C�t1 S 4- K o cC ►-e+ Address: I LA"a' co City/State/Zip: We_/yh!3t� C� Phone.#: r7 - 337 Ia Are you an employer?Check the appropriate bog: :Type of project(required):. i,[ I am a employer with I(? 4. ❑ I am a general contractor and I have hired the sub-contractors 6. ❑New construction . employees(full and/or part-time).* �• Remodeling 2.❑ I am a'sole proprietor or-partner- listed on the'attached sheet. ❑ g ship and have no employees These sub-contractors have g, ❑Demolition orking for me in any capacity. employee;;and have workers' w 9 ❑Building addition [No workers' comp.insurance comp.insurance.$ 5 ❑ We are a corporation and its 10.❑Electrical repairs or additions . required.] officers have exercised their 11.❑Plumbing repairs or additions '3.❑ I am a homeowner doing all�work . ' myself,[No workers'comp. right of exemption per MGL 12,❑Roof repairs insurance.required.]req ]t c. 152, §1(4),and we have no employees, [No workers' 13.❑Other comp•insurance required,] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating'such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. fthesub-contractors have employees,the must rovide their workers'comp.P olidy number. I am an employer that is providing workers'compensation insurancefor my employees. Below is.the policy and job site, information. Insurance Company Nmne: A C ��4\ "U me ( S S v:j' ,.q C•� �0 — Policy#or Self-ins.Lic,#: W C �' .. Expiration Date: L- lob Site Address: 3 S S',L�t c�t"_2. G�U�2 City/State/Zip:A y a n 61 0 a' 0�. Attach a copy of the workers' compensation policy declaration page•(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the INA for insurance coverage verification. I do hereby under the i and penalties of perjury that the information provided above is true and correct. Si tore: Date; _ Phone# 70fjficially. Do not write in this area, tb be completed by.city or town officiaL ' Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: JUN-20-2008 10 :56 AM , A. C. R. 1 781 335 0061 P. 02 FrOml:Der&Michaels At;NerthSS%r Okirance SeNces Faxlb:NorthSmr InSUr$nca To:Donne Date:$12012008 11:01 AM Page:2 of 2 &C-08P. CERTIFICATE OF LIABILITY INSU ICE acaztp10 ot DATE imm o7" PRocucER THIS CERTIFICATE 131g:lUED AS A MATTER OF INFORMATION 0® NdrthStar Ins. ServjeeA, Inc. ONLY AND CONFERS NO RIGM UPON THE CERTIFCATE. 300 First Ave, suite 10a OLDER,THIS CERTIFICATE DOES NOT ABMEND,EXTEND OR Hgedham MA 02494 ALTER THE COVERADE AFFORD ED BY THE POLICIES BELOW. Phone:7B1-431w2500 E'ax;7B1-431-5144 INSURERSAFFORDINc3CCY2RAGE _ _ NAIL r! INSUIRfD --• ZFRA.__jyaAeY'SC>tA xOm® ,A.asuraace CO Anthony'a Construction ERS' co - 1979$ Roofing COr I HC Slr*t Finanasa.1 8uuzanaa re• 142 >�;4 St.-$nit AERD — -- Weymauth MP 02189 _ xxt+alla BreNOslan mjurancf — - - -- COVERAGES THIi P01.1('IF•g Df IN9llRPNCF LISTF(7 HFLOW MOVE RF.F,N ISSLIED TO'IT•IE INSURED NAMFn ABOVE FOvt TNF.POLICY"ERIOI)INDICATED NOTW i'THS IANDIM, ANY RE0UIR6MFNr,YERM OR CONDITION OF ANY CONTRA(:T OR ahfrR 00CUMENT WI Ili RF9pFCr TO 1NHI(:pI THIS c;YH'I'�FICA'rE MAY LIE 13E111FU GR kMY PERTAIN,T14E IPdSURnNCF AFPOiDED BY TT-IE POLICIES DESCRIBED�IEREIN IS SUBJECT TO ALf.THE TERMS F.'<CLUSIgNB AND CONDITIONS Or SUCH POLICIES AGGREOA1'E LIMITS SHOWN MAY HAVE BEENREOUCED BY ANP CL/\m1 LTR.N$R TYPE OP INBUgANC6 POLICY NUMBER DATE fDONYI T6(MhUO �`- •LIMIT$ • ^�� 06NERALLIABILITY EACH OCCURRENCE $1,000,00_0_ C ){ COMMERCIAL GENERALLIABILITI' SIND$R � _ � 04/09/a8 09/09/09 PRFMISE9,jEccl,ranaal $La0�000 -....I(MAIMS MADE O('C;L.IR MED EXP(Any wig Orson) 45,000 dADV INJURY l$1,000,000 . ` GENERALAo0REGATE 82,000,000 . EEKL AGGREGATE 1,MIa APPLIES PER I PRODUCTS CCMPlOPAt3G ',$2,-Q0O OOO pOLILr 6�.T LOC ` fl.4'691A, 1M/3M—' AUTOMOBILE UAWLITY D ANY ALrCO COMBINFr) ;INOLE.LIMIT 18543400002 4 04/09/08 04/09/09 IF.flarcldan) MC ALL OWNEO.AUToS 3950977 04/09/08 04/09/09 �`--`- X SCHEMED_D ALITOs BODILY IN dtY $25a .. (I°eroer9onl I ,000 - }{• HIRFDAI.IT'O5 - ............_.__....._.---..__._. ._.....,-- NON-()W?FD AI)T08 BCLTILY IN.gIRv _ _ iF'e�d.x;�d0rrt) $504,000 , - -_.--- — PROPERTY DANIAOE $100,000(pet,Adcicwr41 . GARAGE LIABILITY AkJT0 ONLY-FA ACCIDENT $ R,*-AklO . _ 01HER1HAN FA ACC' $ • NJTO ONLY ,4GG $ ,•y—^ EXCESSILIMSR6LLALIABILITY EACH OCCURRENCE OCCUR - —.. CLAIMS kWl)E. [AGGRE'3ATF. g DEDUCTIBLE - - ($ "'�^• - RBTENThTN �- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ��, TORYI1MITs Bit A NC6973133 07/10/00 07 L_..�..__ .... -.... ANY PROPRIETOR/PARTNER/EXECLITNE I /1$/09 El EACWAft;IUEN-r _ S 100,000 OFFIC:P.PlMFMEERFJ(CLUDFI.T•� EE $.100,000 .._.._V Yes.1a 00.00 u,Mer - - � - E.L DI.SEA.SE•EA EMPL,1 iY "•___ SPECIAL PROVISIONS 091DW E.L DISE,ggE-POLICY DMIT 6 500,000 OTHER - B Leased Zq�uipm nt MS8997;9 I 04/09/08 04/09/09 Equipment 160,000 deduct ibl 250 DESCRIPTION 0 PE ATIONE f I VEHICLES f EXCLUSIONS ADDED Y E D I CiAL PROVfeI CER IFICATE HOLDER CANCELLATION @ARN*ITA SHOULD ANY OF TNB ABOVE DESCRIBED POLICISS BE CANCELLED at FORfi THE EXPIRATION DATE THEREOF.THE IDBUR40 INSURER WILL ENDFAVOR TO MAIL 10 _DAY$WRITITN T6v ---- Building in Barnstable NOTICE TO THE CERTIFICATE HOLDER NAM6D TO THE LEFT,BUT FAILURE TO 00 80 SHALL 200 LMa i n Street treet IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR 200 Morin street Hyannis MA 02601 R6PRESHNTATIVEIL AUTHCRi 915MMOENTAT142 t4ar aret Herlihy ACORp 23{Z001t08) 0ACORD CORPORATICA 1988 I 1. f'��•� '• .�JL -r/Jd7LJJl+:F721G841e�1J2 irrr.-' - !r d StandardsBoarrd o Building Regulations an 1 u � HOME PROVEMENT CONTRACTOR j Registr tion: 133534 Expiration: 7/6/2009 Tr+k 130633 Type: Private Corporation r; { ANTI IONY'S CONSTRUCTION&ROOFING CORP. I GARY ANTHONY 1.42 EAST STREET,UNIT A _�•� � E.WEYMOUTH,MA 02189 Adminisn ,tor r � i C j.. ✓Xe V/L✓II Off° Aggirc zf{ Ca Board of Buildmg.Regulatiobs and glandards i I Construction Supervisor License 4 License: CS 81581 j �l Expiration 11/13/2009 TM/ 9616 �dr s I Restrfcdon .00 ; I GARY ANTHONY 307 PLAIN ST L i HA.NOVER MA 02339 Commissioner I is !I i - } F y a i �'THE r � Town of Barnstable • Regulatory Services SARNS'rASLE, • Thomas F. Geiler,Director .39 �ra► �' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us -Office: 508-862-4038 - Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Fi►r n le, pia C z�o I ,as Owner of the subject property hereby authorizer ryn-�ati ► to act on my behalf, in all matters relative to work authorized by this building permit application for., _35 s5cuda-ov five- 4wg,?/7/5 M,4 (Address of Job) Signature of Owner gn JIM Si Date r rl i'le. n6 1 a_2__2_AC>�o Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM&O WNERPERMISSION 'TTU ... � t t i. 1 { f € -T - its" t f 1 € f y t i ED - s- r S. � �G t� a- 6b y t �7 , 6- 0. 446 POST Daniel` Architects Inc Naijck, 0176 No.440' w j 1 %`� °` _ I_ r =r j ...� Daniel Arch i t e c is I n c . . ' r -�' �2 Summer St. Sutce. 5 Natick' MA 01760 t 1 - 1 -• 1 t Or'1Cq, l r- \ ----------------- air LJ Daniel Architects Inc $, Naeick. MA 01760. ummer;St., Suice 5 p E 9? E 928000 MIS 66.5 - N2: N 23 B000 bl//•1—lr•f 0 O \ �\ may - 4gM17b A ❑ ////\\ •f / Q / 0 \ / IMF 0 \\ e � A O \ P4F' °•r goxextle \\ 214 SI' x•B O 1� 0 • +i•�fac ..� fw 2 qV Nx .f/ m o o d US' N J' N r 9 O � eve N �a`IVY , ti r�• / �� o 1 s r ,t Y7 Q s 1 gM1�, ,,• . wK p N W N q 1\ iB•S � p W off r o •... * .. xx;-69 ST J h,u•d- 7 t, u 4•/19fYJ\ t , s '1 C 4 F e1� 9 21.70 l O •� ♦*161 1 Maw^� ay •' k f i ' li o \ /1 /t E 926000 N237 200 COLONIAL GAS COMPANY M --•••�• •••—�- PLATE NUMBER "'° E 928000 -N 236400 0 20 40 0o 00 100 FEET . E . 928000 N 237200 CAPE COD DIVISION - -- •'-'•`••--^` e.a• •.rr. SCALE 40 i � � � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 1 cV 1 I I 0 Application'# Health Division Date Issued OZ Conservation Division Application Fee Tax Collector Permit Fee �7 Treasurer FIN— Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address -3 T Village Ck sit 3�' Owner SLT Re� �,L� L�.�� pwr�e �NeAddres kJCICIZ CUQ Telephone Permit Request _ "IX •-e. der Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ANK A le, Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑No Basement Type: �Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing n Number of Bedrooms: existing new c. _ c, lax Total Room Count(not including baths):existing new First Floor RoQ1 ount 00 Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/ci I stove,�Ye�C�'�,' ❑No r r Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ isting ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFO"ATIO1� Name MZ ��, 4o,u�% Cdus} Tel done Number 1�33'7 Ia�I Cl �19�1 p 99 0-WI-MO Address f 4,1 Qc.,%-_X S}- urPT�,����� Nam. License# I �� Home Improvement Contractor# Worker's Compensation# (A)( 0 9 y 5101 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ujw)�e_ AA-avtc xW_-0,�— SIGNATURE DATE FOR OFFICIAL USE ONLY 7- APPLICATION# DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING k • DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ^ e 600 Washington Street Boston,MA 02111' wivw.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information (� Please Print LeL7ibly Name(Business/Organization/Individual): i`t���e��-1`� CAA�� d-QEJII� edtp •Address: �� �l—�3'� ��alo•� c el, City/State/Zip: D Phone.#: 7 Are you an employer? Check the appropriate bog: :Type of project(required)-. .1 4. [] I am a general contractor and I • [�:I am a employer with A_ 6. El New construction . employees (full and/or part tune).* • have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workin for me in an capacity. employee$and have workers' g y p ty t. 9. ❑Building addition [No workers' comp.insurance comp.insurance. 5. F] We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing all�work . ❑ . g p • myself.[No workers' comp. right bf exemption per MGL 12.[]Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No' workers' 13.❑Other_ comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit a new affidavit indicating'such, xContractos that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub=contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. jj�� p n Insurance Company Name: NYA Pao C C,,' R' -OVA 1yS k l,4, Policy#or Self-ins.Lic.#: ) Expiration Date: ?//F16 6 Job Site Address: 3 S -se.�.f��� (Z Qt1'Q•— �/GybV�i 5 S City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of' _ Investigations of the bIA for insurance coverage verification I do hereby certify der the pains and enalties of perjury that the information provided above is true and correct. ' Si afore: Date: _ Phone#: l G� 3� Official use only. Do not write in this area, to be completed by.city or town official, City or Town, ' Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: 1 _ ' I T_,HE Town of Barnstable OF Tp� Regulatory Services • HAMSTAscE, y KAss. �, Thomas F. Geiler,Director �p 1639• ♦0 TfoNa'�' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, i:�Ilf n I Q., pa'b.Zzo 10 , as Owner of the subject property herebyauthorize (30Y Y 1 to act on m behalf, y in all matters relative to work authorized by this building permit application for: V ry) (Address of Job) signature of Owner Date '2Z_�,�� Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION ,}f f R. SHE Town of Barnstable �OF tp�� ti�P o„ Regulatory Services, r BARNSrABLE, Thomas F.Geiler,Director MASS. �A 039. a,0 Building Division rFo � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code ' The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. ,Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrm:homeexempt f } i // E �it� VO'I17i1➢7.•(N7.GJCCLL"". /✓(�G 1. a Board of BdiIding'Regulat► s and Standards • � Construction Supervisor License . j License: CS 81581 E"J atibn 1!1/13/2009 Tr# 9616 TO 2 i j , t;rRestr�tion 00• i � r _ GARY ANTHONYI 307 PLAIN ST ; ANOVER,MA 02339 � Commissioner' 1 ti H i € /y 5 From:Steve Tallent At:'NorthStar Insurance Services.,Inc FaxID:NorthStar Insurance To:Building Division Date: 11292007 01:04 PM Page:2 of 2 AC ORD CERTIFICATE OF LIABILITY INSURANCE OP ID S DATE(MM/DDNYYY) ANTHO-1 11/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE NAIC INSURED - INSURER A: American Home Assurance Co INSURER B: National Grange Mutual Ins. Co 14788 Anthony' s Construction& Roofing Cor First Financial Insurance Co. 142 East St.-Uni INSURERC:t A INSURER D:Weymouth MA 02189 Arbella Protection Insurance INSURER E: - COVERAGES r THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - - LTR IJSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DDlY1') DATE(MM/DD[YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,0 0 0,00 0 C X COMMERCIAL GENERAL LIABILITY 647F000038 04/09/07 04/09/08 PREMISES(Ea occurence) $ 100,000 CLAIMS MADE X❑OCCUR MED EXP(Any one person) $5,0 0 0 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,0 0 0,0.0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPlOP AGG $2,0 0 0,0 0 0 POLICY O- - JER& Loc P Emp Ben. 1M/3M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07 04/09/08 (Ea accident) ALL OWNED AUTOS BODILY INJURY $250 000 X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $500 000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ 1 O O,0 0 0 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY - EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $RETENTION WORKERS COMPENSATION AND X TORY LVVU IMITS ER EMPLOYERS'LIABILITY A. ANYPROPRIETOR/PARTNER/EXECUTIVE WC8949527 07/18/07 07/18/08 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? - E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER' B Leased Equipment MSB99779 04/09/07 04/09/08 Equipment 160,000 deductibl 250 DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS _ S P a 4 . C ERTIFICATE HOLDER CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL -_DAYS WRITTEN , TOWN of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL I Building Division IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UN THE INSURER,ITS:AGENTS OR 200 Main .Street Hyannis MA 02601 REPRESENTATIVES. PO AUTHORIZED REPRESENTATIVE Margaret Herlihy -ORD 25(2001/08) ©ACORD CORPORATION 1988 D ARC � r No. 4467. BOSTO , "HYANNIS F1 N HYAN S F R RUREA 9 EP ENT HY IS, MA 02601 T Do, Y :M :. --- a , s _. _..... ,.. _ ... 77 `7�- t L��T ---- - - _ Daniel Architects Inc 2 Summer St., Suite 5 Natick, MA 01760 0 "HYANNIS FIRE E HYANNI p BUREAU" 95 S 1 NT YAN MA 02601 T (cc --- _ _ X i 1 1� 1 el I �-� 30 LG ToIL .T IZMS. JA.N-25-2008(FRI) 17: 22 DANIEL ARCHITECTS (FAX)508 650 380a P. 002 $21 CMX ARCHMCTURAL ACCIwSS SOARD 30.11 GENERAL Each public toilet room provided on a site or in a building shall comply with 571 Chat, a, In each adult public toilet MOM,at least one water closo and one sink in each location shall be ' acce;sslble to persons in wheelchah-, or a separate cerexsfkte unisex toilet room shall be provided at each lormtion. Adult water closets sW comply with the provisions of s=cm 30.1 through 30-13. I .b. Wheat childrer's toilet roams are provided, at least one water closet and one sink in each location shall be aaeeWble to children in whecichah or a aeparatc accessible unisex toilet room shall be provided at each loeatian. Children's toilet rooms shall comply with the provisions of 521 CMR 30.14 through 30.30. For purposes or 521 CMK pre-kindergarten school is defined is a•%chovl which serves children fmm infancy up until but not including ldridergarwen. Elementary school is defined as a school which serves grades kindergarlen through sit. 30.1.1 The installation of unisex Bathroom in lieu offully aeee,:sdbl r men's and wpmeWs room is permitted by 521 CMR. See alio 5ii CMR30-7,Location, 30.1.2 .Portable Toilets;l+or single user portable toilets clustered at a single location,at least 5°/n but teat leas than ape accessible toilet%fait shall be installed at cash cluster. Accessrbte units shall be identified by the Itucnatiornal Symbol ofAixessibility.Portable units at construction sites used exclusively by cmuftctla►r personnel ark not required to be aeectIdble. 301 LOCATION ,Acte*dble toilet rooms shall be on an ocressible route, Where unisex toilet room(s)are provided. they Shall be located is the same area as other toilet rooms. 30.3 VES'TMXM ES Where vestibules are provided.they shall comply with 521 CMR 253.Vesdbul&. 30.4 DOORS All doors to accessible toilet rooms shall comply with 921 CM3t 26,DOORS AND DOORWAYS. Doors shall not swing into the clear floor space required for any 5xt m Doors to unisex bathrooms ' may swing into the room ifthe door has a self-closing device, 30.5 CLEAR FLOOR SPACE An unobstructed hayimg space complying with 521 CM 63,Wheelchair Turning Space shall be provided within an act Ezibll toilet room. The clear,noor rp6v at fixtures and controls, the arxrrdble centre.an+d the turtling space may overlap, 30.6 TOILET STALLS 4 Iftoilet stalls are provided,then at least one shall be a standard accadble toile,stall. Where sat at more stalls are provided in a toiler motet,at least one altenme acceWhIe toilet stall.(See Fig.30e) shall be provided in addition to the standard a=z4dble toilet stall. Accz3!x1ble toilet stalls shall be on an accessible route. 30.6,1 Standard Accesstbte Toilet Stall; Standard accessible toilet stalls sball be at least 60 inches(60" 1524mm)wide and 72 inches(72"on 11129mm)deep, See Fig.30a and.30b. Arrangements shown for standard accextlble enlist stalls UI be reversed to allow either a left-or tight-hared approaelt Water closets in a=cxdble stalls%hall be located on the 60 inch(60" 1524mm)wall and shall comply with 521 CMR 30.7,Water closets, =3196 521 CIS.- 121 J JAN-25-2008(FRI) 17: 23 DANIEL ARCHITECTS (FAX)508 650 3804 P. 003 521 CAS; ARCHt,TECTURAl.ACCESS BOARD a. Accemible toilet stalls shall have a door that swings out or slides and has a 32 inch (32" 914Mm)clear apening, b. the stall door shall have an automatic wZ-eloging lunge devim a pull device on both sides of the door to assist in closing and opening the door.and a lock located approlamat*36 inches (36"-914mm)above the floor that does not require tight grasping,pinching.or twisting orthe , wrist to apaur. c. Thom shall be 18 inches(18"■4676 rn)of clewspaee on the latch pull side or the door. d. A coat hook shall be provided at a maximum.height of S4 inches(54" ■ 1372mm)above the floor. 11V 0 az• 45TI lug? ---- _ fTk .' ENZ-2--_ _ .... ��, ie- A 41i7 eld rm Accessible TOM Stall `(Loft Appreaphl Figure act grab bar dlmenalons 52 log? te- 71 10p7 447 ML. e J Accessible Toprt Stall (Right Approach) Figure lob i ��� 521 Chit-122 JAN-25-2008(FRI) 17: 23 0ANIEL ARCHITECTS (FAX)508 650 3804 P. 004 521 CM. ARCKrMC=RA.L ACCUS BOARD 3a- min 914 ' 4lS7 M V J A n w Allernels Actsaalt+le Stall (In sdditlon to aemetilble still) R1guts 300 30,6.2 Alternate'lcce-V'blc Stall; Alterl=c a==Jfb/e tails stalls shall be 36 inches 66"-9141tm)wide with an outward 5Mn3ing,$a-closing door and parallel grab bars, Sec Fig.30r- a. The allccttatn toilet stall shall have a door that swings out or slides aid has a 32 inch(324' �* 914mm)clew opening, b, The stall door shall have an automatic self-closing binge devim a pall device on'both sides or i the door to assist in closing and opening the door,and a lock located appraxiaaWy 36 inches 06'm 914mm)above the floor that does not require tight gmsping,pinching.or twisting of the wrist to op"Mr. C. A coat hook shall be provided at a xvw4mmum height or54 inches(54"■ 137"..mm)'abovc the floor. , 30.7 WATER C7.QS'M That are required to be amssible shall comply with the Following) 30.7.1 Clearfioorspwc Clearflowip=far water closets not in xWs Shall comply with Fig,30d. Clear Haar spare may be arr{nged to allow either a left-handed or right-handed approach to the water closet, <x" 118, �`1oiT 4e7 M -fl O � .. • w R.a Clsrr � .. ` 0 >opoor aas t: ....... :-� �0' A F 'N.J. ''] 7B= x iZiY =1 a" 9t1• zsaa ACCeaslble Nn1MY Tgll9t 110onI Mount 304 2R3i96 521 CIVht-123 JAN-25-2008(FRI) 17: 23 OANIEL ARCHITECTS (FAX)508 650 3804 P. 005 521 CMR. ARCMTECTU&-%L ACCESS BOARD J 30,7.2 Location: 'The centerl4ne of the water closet shall be located 18 inches(18",4S7tntn)Frain the - nearest side wall and at least 42 inches(42"■ 1067m m)from the fanhest side wall or the closet edge of an adjacent fixture. There shall be at least 42 inches(421"■1067mm)clearance between,the from edge of the walls closet and the nearest wall or fixture. 30,7.3 Height: Water closets shall be 17 inches to 19 ir4cs(17"to 19" ■ 432mm to 483mm) high, reeawred to the top of the water closet seat. See Fig.30e, , Una of Wall __701111>4-_ .........4`Ot t'flnu+� — }:::r�- : :7iiFfi' • 152 4 1067 706T 457' 6. ` '2it> T' S:: ��:�}t����' :is ;tit{ �{I�'•a'.1:��' nic ^•ra::. :�ra:r i .... 7067 7067 467 Accessible Toilet still Movetlons Figure a0r 30.7,4 Seats: Water closet seats shaU not be spring mounted to rewm to a lifted position. 30.7.5 Flush Controls: Flush controls shall be hand operated or automatic and shall comply with 521 CMR 39.5,Operation, Controls for flush valves shall be mounted an the wide side of water closet no more than 54 inches.(44"■1118mm)above the floor. 30.7.6 Toilet Paper Dispensers; Toilet papa dispensers shall be located an the side wall closest to the water closet. The cetaterline of the roll sha11 be set 4t a minimum height of 24 inches(24"-61 omm)above the floor. Dispensers,that control delivery or that do not permit continuous paper flow are not allowcd. 30.3 GRAB BARS For the=ntiard orrrxelbtr Ig0ct stall the water closet¢half have two grab bars 42 inches(42" , 1067tnm) tang;one on the wall in back of the water closet and one an the side wall closest to the " water Closet For the ellemate acm- ible tnikt=l the water closet shall have two parallel grab bars.42 inches long(42"- 1067m)itt Wed on the side walls and located a minimum of six ineha(6".76tmm) from the interior corner. 30.3.1 Location: The tide grab bar sha11 be located it maximum of 12 inches(12"■305 mm).from the interior corner, The rear grab bar shall be located a ma;cmum of six inches(6" 152mm)from the interior comer. =196 521 L"M-124 JAN-25-2008(FRI) 17; 24 DANIEL ARCHITECTS (FAX)508 650 3804 P. 006 521 CMP.- ARCM CTUKA1.ACMS 80APJD 30.8,2 Height; Grab bars shall be set at a height of 33 to 36 inches(33"to 36"■838mm to 914mm)above and parallel to the floor. Where a tank prevents location of the rear grab bar.a bar may be installed three inches "■76mm above the Where a flu omctcr rents the l f 4 '(3 ) tank, sh c location a a �inch P (42"■ 1067rrm7)rear grab bar,ant grab bar,36 inches(36"-914mm)shall be installed to the side of the flushomctcr,located three inches(3"-76mm)from the closest edge of the tlushometer.' 30.8.3 Thicknez,Grab bars shall be between 1 Y,inches and 1�A inches(1 W to 1'%'-32mm to 38mm)in Outside diameter,have a VA inch(lh"■38mm)clearance bcrwccn the bar and the wall. Set l"ig. 30r, ` to ff x+ 3a f - - Roughened or Rust Resistive Acid •tehad drab tam Figure 3ot 30.8,4 Material' Grab bars shall also be non-rusting and acid-etched or roughened. Grab bats shall comply with the.ttrr+ctrrral strsngtlr defined in 521 CMR 5,DEFfNMONS, 30.8.5 Dispemem or other devices sW not be mounted above the grab bars, 30.9 SMx Sinks,including vanities.shall comply with the fallowing., 30.9.1 Clsorfloor•sp=: Acleorfloorsp=complying with S21 CMR 63 Whedchair Turning Space :chap be provided in front of a stale to allow forward approach. The&czr floc►• Ore shall be on an oc=sdbk mute and%hall extend no more than a mnd=m of 19 inches(19" 483mrn)underneath the 4W4 See Fig.30g. • ae• 9 Lre F_ ........ r _ �— 1p■ aa1 Clear Ftoor Space Figure 200 30.92 Height: Sinks shall be mounted with the rim no higher than 34 inches(34 ■864mm)above the finish floor.See'ft.30h, Sinks shall also extend a minimum of22 inches(22" 559mm)from the wall to the front of the sink or counter. Zl /96 $21 Oa-MS JAN-25-2008(FRI) 17: 24 ORNIEL ARCHITECTS (FAX)508 650 3804 P. 007 •1 5'l CUR, &ACHMCTURAL ACCESS BOAAD i" 3 .. mirror ' � OI 3G9 152 . Sink Elswntlans Flgan 8Dh 30.9.3 Knee Clearan= A clearance'of at least 29 inches(29" 737min) above the finish floor to the bottom of the apron shall be provided. Knee and toc clearance shall be at least 30 inches(30"� - 762mm)wide and 19 inches(19"-483mm)deep and shall comply with Fig.30h, 30.9,4 Depth: Sunk depth shall not exceed zbw inches(6"-153mm). 30.9,5 Piping: S'mk caps and drains shall be located as dose to rear walls as possible. Hoc water and drain pipes exposed under sinks shall be recessed, insulated. or gwrded• There shall be no sharp or abrasive surfaces under:inks. 30.9.6 Faucets: Faucets shall be operable a►ith'one hand and sha11 not require tight grasping,pinching.of twisting ofthc wrist. Lever-operated,pah-type,touch-type,or deerronieaily controlie d rnechanimw arc acceptable designs. If self-dosing valves are used the faucet shall remain open for at least ern secands, 30.10 VPJNALS Where one or.more urinals is provided,at least one urinal shall be accesxtble See Fig.30i• 30.10.1 Height: Accwibk urinals shall be stall-type or wall-hung,with an elongated rim at a maximum of 17 inches(17"-432mm)above the$nish floor, 30,10 2 ClearJloor space: A d c=floor space shall be provided in from of an accersrblr urinal to allow forward approach. This eleff space shall adjoin or overlap an acrzxWhlr rousr and shall comply with 521 CMR 6.3 WbedchairTuroing Space. Vrinal shields that do not extend beyond the front edge of the urinal rise may be provided with 29 inches(29"-737mm)der.=betw=totem, 30,10.3 Flush Coatrolr. Flash contro4 shall be head operated or automatic. and shah comply with 521 CMR 395,Operation and shelf be mounted no store than 44 inches(44" 111 Bmm)above the finish floor. See Fill.30L =/96 521 CMR- 126 JAN-25-2008(FRI) 17: 24 DANIEL ARCHITECTS (FAX)508 650 3804 P. 008 5:1 CMR: ARCI CTL'Rgl ACCESS BOARD • Folded troll Paper Paper d"lrctrlc Mirror Towel Towel Orver L Urinal ....... Flush- -' - Control 1 ` d Olopenppr Elevettan■ Flpun 201 30.11 A=OR The top of any shelf and or bottom of;arty mirror that is provided above a sink shall-bc set with the bouom edge of the reflecting surer no higher than 40 inches(40" 1016mm)above the finish floor, Sae Fig.30i. 30.12 DISPENSERS " Towel dispensers,drying devices,or other types of devices and d4crisen shall have at least one of each davits mounted within the zow ayf neat*, At let one of each device shall be located within reach ofa person using the arcrsdble sirilG aid shall comply with 521 CMR 39.5,Operation, See Fig.30i, 30.13 CONTROLS AND RECEPTACLES If controls.receptacles, or other equipment is provided.than at least one of each shall be on an a=cmfbla rove and shall comply with n1 CMR 39,CONTROLS, 1 • 30.14 CF .D1iEN'S WATER CLOSETS , Where provided,shall comply with the following: 30.14.1 Clearflaorspaee: Ckarjkw,sp=for water claws shall comply with 521CWX.S. Clear P7wr Spare. Char jlaor space may be arranged to allow either a left-horded or right-handed approateh. 30,14.2 Location: The cma rlise of the water clam shall be loeatrd I l inchcs(I I'-279mm)Cram the nearest side wall for pro-kimlergaricn; 11 to 15(11-to IS--279nun to 3111 mm)for kindcrpnen to third SMde.and 15 to 18 inchft(15"to 1g"a 381tmt1 to 457nun)for fourth galade to sixth grade. The water closet shall also be located 42 Ladles(42"- 1067m m)from the emexline or the watr closet-to the opposite wall or closest edge of next fixture. 30,14.3 Height: Water closets shall be set at a height measured from the floor to the top of the seat as follows: Pre-tdttda4garten: 11% to 12'h"C252:nm to 318mm) ICindergartan to third grade: 12"to 15"(305mm to 381mm) Fourth grade to sixth grade: 15"to 17"(381 mm to 432mm) 30.14,4 Flush Controls: Controls for flush valves on water closets used by children shall be mounted on the wide side of water clam within 20 to 30 inches(20"to 30"v 508mm to 762mm)above the floor.. 2/231% 531'CMR- 127, JAN-25-2008(FRI) 17: 24 DANIEL ARCHITECTS (FAH)S08 650 3804 P. 009 521 CMK- ARCH1TECl'U AL ACCESS BOARD 30.14.5 Toilet paper dispensers: Toilet paper dispensers used by children shall be centered above finished floor.as faAowx: Pre-kindergarten: 14"(356=n) Kmdergwien to third grade: 14"to 0"(356mm to 432rnm) Fourth grade to sixth grads: 17"to 19"(432mm to 483nm) 30.15 C MLDRFN'S GRAB BARS The water closet shall have two grab hwrs,42 inches(4r 1067mm)long.one mounted on the wall in back of the water closet and one on the side wall closers to the water rJosaG and located no more than Six inches(6"w152mm)from the iraerior corner, Where a tank prevents location of the rear grab bar. a bar may be installed three inches(3"a 76mm)above the tank Where a flushometer prevents the location of a 42 inch(42"m 1067mtn)rear grab bar.one grab bar,36 inches(36" - 914mm)shall be installed to the side of the flushometer,located three inches(3" 76mm)from the dosest edge ofthe Stshometer. 30.15.1 Height: Grab bars"be mounted from the floor to the top of the grab bar as fellows: Pre-kindergamcn: 18"to 20"(4S7mm to 508mm) Kjndcrgnrtcrt to third grade; 20"to 25"(509mm to 635mm) Fourth grade to sixth grade: 25"to 27"(635mrn to 636mm) 30,15,2 Thickness: The outside diameter of grab bars shall be as follows: T Pre-kindergarten: r(2S nm) Kinds garm to sixth grade; 111W to 1 h"(32mn to 38mm) 30.16 CK1)REN'S SINK Sinks including vanities shall comply with the following: 30,16.1 Clear floor or Spate; A ticar loor space complying with 521 CMR 304 Clear Floor Space shall be provided in front of a sink to allow a f4 ward approach. The dtor flotyr Vaw Shall be on an acterrlble mule and shall extend no more than a maximum of 19 inches(19"-433mm)underntatt the sin&• 30.16.2 Height: Sinks shall be mounted with the aim no higher than 30 inches(30"-762 mm)above the finish floor. A dcuance of at least 27 inches(27"-686nnn)above the knish floor to the bottom of the apron Shall be provided Knee and toe clearance shall be at Issas 30 inches(30"m 762mrn) wide and 19(19"-483mm)deep. 30,16.3 Piping+ Sink trains and brains shall be located as close to rust'walla as possible. Hot water and drain pipes exposed under rinks shall be messed.insulated, or guarded There shall be no sharp or abrasive surAm under&taker. 30,16.4 Faucets: Faucets shall be operable with one hand and shall not require tight grasping,Pinching,or twisting ofthe wrist. Locr4pnted push-type,touch-type,or electronically controlie d metdmisms ate acccptable designs, If self•closing valves are used,the faucet shall remain open for at least un , atxonds. 30.17 CJd;> PEN'S VMALS ' Where one or more urinal is provided,at least one urinal shall be awesslble, 30.17.1 Height: The accessible urinal shall be stall.type or wall-hung with an elongated rim at a nwdmum of 15 inches(IS"-381mm)above the finish floor. 2=961 521 CMR-129 i JRN-25-2008(FRI) 17: 25 ORNIEL ARCHITECTS (FAX)508 650 3804 P. 010 521 CMR: ARCHC'T`ECTURAL ACCESS BOARD 30,17.2 Flush Contrmis; Flush controls shall be hand opamed or automatic.and shall be mounted no more than 30 inches(30".■762mm)above the finish#soar, 30,19 C M'S'NMRROR The top of any shelf and or bottom of any mirror which is provided above a sink sha11 be sec with the bosom edgc of the mEcetiing surface no higher than 31 inches(31".787mm)above the finish floor. 30.19 C1333.DREPS DWENSMr S Towel dispensers,drying devices,or other types of devices and disperwo shall have at least one of each device mounted within the-one of rcaah,and at least one of each device shall be located within reach of a person using the acccobk sink. 30.20 CHI'LDREN•S CONTROLS AND RECEM'ACUS 71controls.receptadm or other equipment are provided,then at least one of eaeh'shall be mounted no higherthan 36 inches(36"•914mm)above the boor to the centerline of the operable portion of the control. 21231% 521 CMR-129 J �, i �,' - r 1 - .� � � .. �,. m � .. ;. j . •\ r `6 p,n K ski v��1 tp�S ne S YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30:00 for 4 years, A Business Certificate ONLY REGISTERS YOUR NAME in -town (which you must do by M.G.L. - it does.not give you permission to operate.)Clerk'sBusiness Certificates are available at the Town Office, 7 F"� L. 367 Main Street, Hyannis, MA 02801 (T'own.Hall) a d 200 Mein Street Offices at the Ucensing counter. DATE: - Fill in please: APPLICANTS YOUR NAME: BUSINESS YOUR,,HOME ADDRESS: TELEPHONE # Horne Telephone Number; NAME OF NEW BUSINESS_ �-�►y�+nh�� �inl-e• G C, 1A , IS THIS A HOME OCCUPATION? YES NO —TYPE OF BUSINESS Q� a� Have you been given approval from the bull ing-division?=,YES---—NO_ ADDRESS OF'BUSINESS MAP/PARCEL NUMBE When starting a new business there are several things yo must do in order to be in compliance with the rules and 20 re-gulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You'MUST GO TO 0 Main St. - (corner of Yarmouth Rd. & Mein Street) to make sure you have the appropriate permits and licenses required to legally operate your.business in this town. 1. BUILDING COMMISSIONER'S OFF) This individual has n infor a of Any permit.requirements that pertain to this type of business. Authori d S!gnatufe COMMENTS; 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. COMMENTS: Authorized Signature* 3. .CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been. informed of the licensing requirements that pertain to this type of business. Authorized Signaturo* COMMENTS: FIRE DOOR COUNT 1001s 5 doors with rated frame slab only' needed 3 - 6' smoke doors not rated 1 hall door not rated by laundry ` 200's 5 doors with rated frame slab only needed 3 - 6' smoke doors not rated 1 hall door not rated by laundry 300's All doors need to be replaced: 3 - 4 — 6' smoke doors 4-- 42" fire doors in halls - - - -- 400's All doors need to be replaced: 4 — 6' smoke doors 5 — 42" fire doors in hall Bass River Kitchen All doors have rated frames with the exception being the back entrance: 3 — 6' double door slabs 2 - 42' passage doors 1 — 6' double door �s Main Kitchen 3 doors and frames need to be replaced �FTNE lq�, Town of Barnstable * Regulatory Services 9 Thomas F. Geiler, Director i639 �� A�F1639n• Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 10, 2007 Four Points Sheraton 35 Scudder Avenue Hyannis, MA 02601 RE: Fire doors and fire door frames To Whom It May Concern: For many years now this hotel has been cited for lack of properly rated doors 7 installed in the corridors in this hotel. On a walk thru on July 16`h the site engineer was able to demonstrate that certain areas of this hotel do contain rated door frames. These areas are the 100 section, 200 sections and the Bass River kitchen. These areas need the door slabs only replaced. The frames are rated. The 300, 400 and Main Kitchen sections need to have both the frames and door slabs replaced because there is no evidence that these are a rated assembly. If there are any questions regarding this matter, please do not hesitate to contact me. Thank you for your attention on this matter. Sincerely, Thomas Perry, CBO Building Commissioner t- r' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel � �9 I I® � �p �3c Application#. Health Division 00 Date Issued : 19 Conservation Division ' Application Fee 160 Tax Collector Permit Fee b Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3 Ccxe9��� Cnt9� Village ��f>11 i 5 ► oa 60 f Owner S L+ (Z iea y)- L i M act LC'Aw L-rz shy Address 9ID, 60 00 �SAl Telephone Permit Request O:e.rv,8 t�73 p� &-iIf. ROOM C:cr P06 . l N Si it jVC0 o � akoje , Roo CAAQ' S �2 A)6 ��fc�c �e yQ QJPNK <A,.I� 5��� . Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 3o Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial A Yes ❑No If yes, site plan review# �,." 't >- r- -Current Use---4p_�,_- Proposed Use Bur UILDER INFORMATION L (�17—7 f`�'" j '7 Name C7 og Viu OreAothdvy''I Ohsi Telephone Number VEJ — 3~ `7"" / 001 Address License# Cs W 1 5 S I (W) J Home Improvement Contractor# I 3 S' 3 Worker's Compensation# W C- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W c.'tA- mcw1 S V>\� SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP/PARCEL NO. f ADDRESS VILLAGE OWNER r s DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING O fG DATE CLOSED OUT ASSOCIATION PLAN NO. i r t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ;a.S-_,; _ - „ _ _ r; aT o, 600 Washington Street C "_, i .'., .��_J_r _ I..,Z--c nt;l'IC�v H!AVINIG JURISICIC POC Boston,MA 02111' Er-*,, t'dITS ARC"VAILAhLE.AT 2GG'�tgli4 S I'.,n`YAiti4/tS,11 www.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information {} Please Print Legibly Name(Business/Organization/Individual): iY N,\L�'++ G+15 ' Address: 4 C�5 - City/State/Zip: tJ!4VAG A� 04 011VA Phone.#: '7 3 3 i�G'i Are you an employer?Check the appropriate box: :Type of project(required):. 1. I am a employer with I d� 4. I am a general contractor and I 6. ❑New construction . employees(full and/or part-time).* • have hired the sub-contractors 2.❑ I am a'sole proprietor or partner listed on the-attached sheet. 7. ElRemodeling ship and have no employees These sub-contractors have g, Demolition ..;Working for me in any capacity. employee$ and have workers' $. 9. []Building addition [No workers' comp,insurance comp,insurance. t, We are a corporation and its 10.❑$lectrical repairs or additions required.] � ' 3.❑ 1 am a homeowner doing all-work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no ' employees. [No workers' 13.❑ Other comp,insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners•who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Icantractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: E (' ,AUrA SS l.,>.f e,AC-c C 0 Policy#or Self-ins.Lic.#: LO C 16 y a Expiration Date: a 7 f/V 6 Job Site Address: Jr� S-LLMe* ( c"-L City/State/Zip: ffi�C- n A I N MA Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investizations of the IDIA for insurance coverage verification. Ido hereby certify under the ain •and penalties ofperjury that the information providedi above is true and correct. Signature: Phone# T6`l— 17-- 1 Officla!use only..Do not write in this area, to be completed by,city or town officiaL City or Town: ' Permit/License# Issuing-Authority(circle one): .1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: A ' THE) } , Town of Barnstable 0 d Regulatory Services MASS. S. Thomas F.Geiler,Director 'Tsa Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, f�-r n l P pA l��ZZo 1 ,as,Owner of the subject property hereby authorize 6-�l rV An 4n�VL-"' to act on my behalf, in all matters relative to work authorized by this building permit application for., 35 Sc-uda--&,, Ale- (address of Job) t 2—M Signature of Owner Date fLloj� �fo Print Name If PropertOer is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMISSION I� From:Steve Tallent At:NorthStar Insurance Services.,Inc FaxID:NorthStar Insurance To:Building Division Date: 11292007 01:04 PM Page:2 of 2 ACQRD CERTIFICATE OF LIABILITY INSURANCE TOP HO S DATE(MM/DD//07 ANHO-1 11/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA. 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: American Home Assurance. Co INSURER B: - t7ational orange Mutual Ins. Co 14788 Anthony's CODStrllCtlOn& Roofing Core -_ _ INSURERC: First_Pi—ncial Insurance Co. ' 142 East St. —Unit A INSURER D: Arbella Protection insurance Weymouth 1y1A 02189 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING A14Y REQUIREMENT,*TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS.SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR IJSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,0 0 0,.0 0 0 C X COMMERCIALGENERALLIABILITY 647F000038 04/09/07 04/09/08- PREMISES(Eaoccu-re nca) - $ 100,000 CLAIMS MADE X❑ OCCUR MED E(P(Any one person) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY M PRO- JECT Loc Emp Ben. 1M/3M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT D ANY AUTO 78543400002 04/09/07 04/09/08 (Ea accident) $ . ALL OWNED AUTOS BODILY INJURY $250 000 X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $500 000 X NON-OWNED AUTOS - (Per accident) PROPERTY DAMAGE $ 100,000 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT I$ ANY AUTO OTHER THAN EA ACC 1$ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS R- E MPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE WC894'9527 07/18/07 07/18/08 E.L.EACH ACCIDENT $ 100,000 OFFICERAAEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $10 0,0 0 0 It yes,describe under - - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $5 0 0,0 0 0 OTHER - I -B Leased Equipment MSB99779. 04/09/07 04/09/08 Equipment 160,000 deductibl 250 ESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS E ERTIFICATE HOLDER CANCELLATION y BARNS TA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEDBEFORE THE EXPIRATION DATE THEREOF,THE ISSU114G INSURER WILL ENDEAVOR TO MAIL 710 *DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE)LEFT,BUT FAILURE TO DO SO SHALL Building Division ; IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR 200 Mai_n .street ` j Hyannis' MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1 Mar aret Herlihy :ORD 25(2001/08) ACORD CORPORATION 1988 ppp - ,. � �11e LO�J/LJJId%CLECG�CiI i(l�l• j Board of Building Regidah s and tan lady e ' Construction Supervisor License ' License: CS 81581 f I Expiration., 1/13/2009 Tr# 9616 e.estrictibfi.'00 GAR Y ANTHONY — 307 PLAIN ST HANOVER,MA 02339 i Commissioner ,�s� ✓fze o7rvnuyJzu�ea a 6 ✓ :1.t2r,recde�l6 + . Board o Buildin Re ulati ns and Standa rtls. HOME PROVEMENT CONTRACTOR .. Registr tion: 133534 ! . . Expiration:.:,7/6/2009 Tr# 130638 Type: Private Corporation ANTHONY S CONSI61_)cf ON&ROOFING CORP. GARY ANTHONY s' d 142 EAST STREET UNIT°A i +� E.WEYMOUTH, MA 02189 Administratorz`p .. .. r 4-a$ l! + Daniel Architects Inc < 2 Summer Sc„ Suite 5 Natick, MA 01760 I 02/23/2008 19:03 7818712062 BOMBARDIER PAGE 06/06 20 ov 5ckk� kooN1 -ccu, oP - Sal MEAL SPECIFICATION 1. WORK INCLUDES ALL EXCAVATION, CONCRETE WORK, COMPACTED BACKI:ILL, REINFORCING STEEL, WOOD FRAMING AND ALL OTHER MATERIALS, LABOR. TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. 2. ENGINEERED LUMBER SHALL BE BOISE WOOD PRODUCTS AS FOLLOWS: VERSA-LAM BEAMS 2.0 E; 3100 PSI. VERSA=LAM COLUMNS 1.7 E; 2650 PSI ALLJOIST 140 SERIES 2x3 APG 3. WOOD FRAMING TO BE NAILED OR SECURED WITH HANGERS AND CLIPS BY SIMPSON 4. STRUCTURAL DESIGN LOADS ROOF SNP =25P 5. WELDING SHAD. BE WI1H E70XX ELECTRODES AND CONFORM TO AMERICAN WELDING SOCIETY STANDARDS. ;4 C s A BC�MF3ARr)lER ! 2116 1 Lean A. Bombardier P.E. � � ROOF MOOIF1CAIM Date Pro',w a Structural Engineer CARP M1'S NlhVNY � MA 008—0 Drawn 131 Uncwin Strut $7mxlmx MOTES Drawing Na. Abington. Massachusetts 0235 N S ° S-5 02/23/2008 19:03 7818712062 BOMBARDIER PAGE. 03/06 PLYWOOD SHEATHING AJS-140 11 j 0 1 C"OC EXISTING DECK TO REMAIN NEW SILL PLATE BOLTED TO DECK EXISTING EXISTING STEEL JOIST W18 TO REMAIN TO REMAIN pH OF LEON G A. r SCALE: 1ow1'—O" BOIMBARDIER Vu:276IS h O w� T�.� ,�w AL Leon A. Bombardier P.E. EMbdLENIRANCE Y01 M11ONS Quite Pro a GARY AHM MY ROOM � 1CTI 1 et Structural Engineer 4 POINIS HO HY ILIA 2008-0 wn 131 Lincoln Street ROOF FRAM BETAS Abington, Maswchusetts 0235 A5 W= S-- 02/23/2008 19:03 7818712062 BOMBARDIER PAGE . 02/06 DETAIL B/S4 DETAIL A/84 EXISTING W18x50 EXISTING EXISTING MASONRY MASONRY PIER PIER EXISTING R W18x50 0 1 2 iD NEW ROOF TRUSSES I f -.CUT-EXISTING W18 BEAM REMOVE EXISTING DECK, JOISTS, ROOFING -�--� AND SOFFIT MATERIAL i � s OF LEONN g A. BOM13ARMERROOF w R ,P No.27616 4 SCALE: 1 8 =1 —0" o F Stp E� r Umn A. Bombcrdkr P.E. IN"M CANOPY WOOFMA71M paw jsa# Na Structural Engineer GARY ANY ROOF & _ QQ —Q HO HY MA 131 Unoofn Street 4 PAINTS^ OrgM►�eQ No. Abington, Mamthueett8 0235 ` PLAN A Napo S-1 r 02/23/2008 19:03 7818712062 BOMBARDIER PAGE 05106 EXIST. COLUMN FLANGE 00 O 0 0 1/4"-6" LONG MINIMUM 0 0 — EXIST. W18 ANGLE TO BEAM 0 0 N 1/4"-3" LONG MIN. FLANGE EACH SIDE OF BEAM NEW 3x3x1/4 SEAT. ANGLE DEIA!l B_ SCALE: 1" 1'-0 EXIST. LAMINATED WOOD COLUMN e � EXISTING CONNECTION PLATE BOLT TO EXISTING LAMINATED WOOD COLUMN WITH (8) 5/8" DIAMETER BOLTS WITH OVERSIZED WASHERS, EXIST. W18 �Y1 OF LEON �G r A, © M 0SAROICR �E D E TA I L A .�No.��s�s SCALE: Leon A. Bombardier P.E. EmkGk MICE MODIFlCA1"S Data RroJed Wo. Structural Engineer GARY ANTHONY ROOM coNsTRucip PONTS Hlfta MA wn 008} 0 131 Lincoln street RODF FRAMING DETAILS br arxtng N I Abington, Massachusetts 0235 Nam ° S_4 02/23/2008 19: 03 7818712062 BOMBARDIER PAGE 04/06 AJS-140 11 j 0 16"OC 1 rx19 j LVL RIDGE BEAM BLOCK ALLJOIST FOR COLLAR TIE (2) 2x4 POST EXISTING DECK TO REMAIN NEW SILL PLATE BOLTED TO DECK EXISTING STEEL JOIST TO REMAIN �k OF Aqq o L A. j SECTION 2 4'o BOMBARDIER 4/ » A P No.27616 4 SCALE: -1 "O Leon A. Bwnbardidr P.E. BMWOPANVANM MGDMUM Date Structural Engineer �Y ANTMONY ROOM — �.�-� 4 POINTS Ft0 HY MA wn 131 Uncoln Strut brOmMiM ROOF FRAMW DETAILS LA13Drawl g No. Ass N Abington, Massachusetts 0235 ow S-3 R®of Details ' 27 Roof Overhang �• 'Roof Overhang Parallel to Span r Use 3" 10d nails Perpendicular to Span at 6"o.c. &+f{�y� �y� � was� � Blocking panels + Y Blocking at lower ends are ,, 5,. required be Fascia required,but not at each"outrigger de deterer mined shown for clarity. Y` 2 x 4 outrigger for location by designer loads up to 50 psf and joist spacing `1 up to 24"o.c. ' Rafter on Beveled Plate 1.51- Install 2 x 4 squash block below outrigger. Use continuous beveled plate or variable pitch connector to provide full bearing for max L bottom flange. rN, flt tY r Conversion Table & " Cutting Lengths ° f Continuous beveled late or eFa°`°` Pd for Sloped Roofs � p variable pitch connector. ply, G���e�g`r= Use adjustable slope hangers for slopes greater than 4/12. Slope Cut Joist Reinforcement Pd >#, 1" Connection of rafter to wall/reinforced joist per local building code requirements.2x blocking required at ' bearing(not shown for clarity). Measuring, Span Centerlint�Centerline 12„ Dt' Min. " o �y ,w •16y j Slope Conversion Tabler Heel ----.... " x max um ;Pd'Len the er,Joist I.De th, r i Depth Slope Slope (See ......... in 12 Factor 91/2" 117/8 14" 16" Table Below) " ' 3, 1:031 21/2" 3" 35/8" 41/8 24 4 1.054 31/4" 4" 43/4" 53/8" Min.23/32"min.plywood/OSB rated sheathing.Install on both sides of the joist,snug to the bottom flange. 5 =u� 1^083 4" 5" 5'/e" 63/4" Coat contact faces with rated subfloor/joist adhesive and fasten with 3 rows of minimum 10d box nails at -6 { 1.118 43/4 6" 7" 8" 6"o.c.Alternate nailing from each side and clinch. 1.'J 158 55/8" 7" 81/4" 93/6" 8 1.202 63/8 Minimum Heel Depth " 8" 93/8" 103/a" End Wall Roof'Pitch " 9 1.250 71/4" 9" 101/2" 12" Bearing 6/12 7/12 8/12 9/12 10/12 12/12 10 1.302 8" 10" 113/4" 133/8" 2 x 4 43W 45/16" 41/4" 41/4" 41/4" 4'�4" 11, 1.357 83/4" 11" 127/8" 143/4 2 x 6 33/8 33/1 6" 25/16" 23 4" 29/1 6" 2114" 12 1.414 91/2" 117/8" 14" 16" .March 2005,amended Sept 2005 - 26 Roof Details Ridge Detail Ridge Detail d_ Alternate ALLJOISr Metallic tie strap ALLJOisr blocking pane blocking panels ------_ �\ OR "' i ' r x=bridging 1 s 4 Structural \Structural ridge beam Filler blocking ridge m Metallic tie strap is necessary for slopes exceeding'hz. Ridge Rafter Connection Notched Bottom Flange, Cantilever (Low end of rafter only) ° Adjustable slope a �`f, i �' Metallic tie hanger t g strap ALLJoisr blocking panel Web stiffeners each side I ;�• Beveled x!} bearing s t atx i Structural Notch ALLJOIST° '� stiffener on �f;,:' to � , ridge beam ,. ,each side ' � � to provide full bearing for bottom Flange. Metallic tie stra is optional overhang i P necessa ry 2'-0"(max.) for slopes exceeding'liz. % 4 .q Cantilever Roof Joist , ��� Birdsmouth Cut Sloped Bearing Condition 1j v ALLJOIST®blocking pane Web stiffeners (see detail 16-E for installation) Beveled cut must not t f it gr overhang inside of plate. �t� � ...tf',Y .,�J.,,tS _ - s Use continuous e � /bevel plate or .s variable pitch ' < connector to Optional overhang r � %f provide full , 2'-0"(max.) ' x bearing for Birdsmouth cut allowed bottom flange. Use adjustable slope _ r; at lower end joist bearing hangers`for slopes $ only,This type of bearing �( s , greater tha`ri!•iz. will result in a reducedt� '�-- cantilever capacity. March 2005,amended Sept 2005 26 Roof Details • , Ridge Detail Ridge Detail -y-�a Alternate ALLJOISTO Metallic tie strap ALLJOIST®blocking pane blocking panels -- OR x-bridging t •1�/ 4 SDK r . 1 Structural `I Structural 1 ridge beam ., Filler blocking ridge beam Metallic tie strap is necessary for slopes exceeding 7112. Ridge Rafter Connection Notched Bottom Flange, Cantilever (Low end of rafter only) ONAdjustable slope cf� > `� ,� j �., hanger / Metallic tie r strap f 'ALLJOISh blocking panel } 1 �a I J t bk Web stiffener l I each side / l, a Beveled �!n,�J;` �•,� bearing , 4° ' i Structural stiffener on to providech n ridge beam �'1each side r ,S� :* P 9 � r� for bottom flange. Optional overhang Metallic tie strap +' is necessary 74"(max.) for slopes exceeding'liz. Cantilever Roof'Joist Birdsmouth Cut / " , Sloped Bearing Condition ALLJOIST°blocking pane Web stiffeners T v. detail 16-E for installation) fl• "�N t a` 5 � �'.q��#i i ' Milt t{ � + y . ♦"°' ,� "3 y Beveled cut must not . l I ,' C xrc a �✓ overhang inside of plate. Use continuous tel plate or t Hvariable pitch s '. . t connector t0 R Optio(max.) aP.ov)rhang f' provide full F} . 2'-0" max. y t. bearing for Birdsmouth cut allowed 4i t � Use adjustable slope bottom flange. at lower end joist bearing hangers for slopes only,This type of bearing +° greater than 1h will result in a reduced cantilever capacity. March 2005,amended Sept 2005 i i � r 1 i ion, ■ "" e7 u � I lr •���.•Ilrr�..�aa �■e `�� es..1 � ry . .�� �. . imilFM Wit® INN~ b � .t ` ,:. `. \" . .. ._.. �.. e,. y � ; 6.. � +i � � �. ��. ` 'j 260800 _ - - Irr "11:50 Ito I 01 BRED A&C tt No. 446 eo . a OSTO o � OF rod Daniel Architects Inc 2 Summer St., Suite 5 Natick, MA 01760 .1 f, - s i �. l 01 ti 1 � I _ L. - t - 01 - .. _. BRED A/� n�-A / No. 44 o aos — PG ` -1- �- - Daniel Architects Inc _ .- _ _..._ _._... . .. ._ _-.._.... 2 Summer St., Suite 5 Natick, MA 01760 - � v J W ` �. l�" ' .� • , . • .. �6i c �.� . , �, IT i - 4VtJ � T", - i= t UfX a T` �`��E RC`�✓� � BCaTGN � y FA 9 Daniel 'Architects Inc Surncnet St.,,'Suite 5 Nacick, MA 01 i,GO TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w Map Parcel n �� jl(T Application# �U Health Division Q J Q-3 Date Issued Conservation Division Application Fee z/V 0 Tax Collector Permit Feer Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street AddressSCeaAL(2 CL-0 "e Village I—I d 6 nAo S (� Owner 'sa QeCkL6 L'kM"— N,4Nc_.ic5).,t Address_ Pi a y©d Telephone Permit Request . u 5yoA f' L, cA-CA �u U7�-�.11 �, Neva aX6 Sc,. Im AA � Nco (� I� n O� , �O c� � , �-�.�.ff� �i�.� F2r;uL:r�-y c�i/ -''���'1 K-�O-w�B.. Ct 01�e �f�.✓` ,�ct f-�. Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count i Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other ; y Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal-stove: ❑saes `=Q No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑nod sized Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: a s r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ co Commercial Yes ❑No If yes, site plan review# Current Use d �— Proposed Use BUILDER INFORMATION C- V It? —rjl e-(— I f 7 Name� Telephone Number 10 711- 531 — W- l Address License# C'S I W(Z�/ [Al("K AA Oa I� C/ Home Improvement Contractor# 13 3 s� 'IV Worker's Compensation# W C C( d 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO W SIGNATURE DATE JoL FOR OFFICIAL USE ONLY S i . APPLICATION# DAIE ISSUED MAP/PARCEL NO. ADDRESS. VILLAGE 4 OWNER i 2 DATE OF INSPECTION: FOUNDATION OU TION FRAME r INSULATION FIREPLACE ELECTRICAL. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ti r DATE CLOSED OUT ASSOCIATION PLAN NO. 03/06/2008 08:53 5087786448 HYANNIS FIRE PAGE 01 If 'WS. FIRS DEP IF l�IEN�T -;� S• ,. 98.HICa RD_ EXL HYANNIS, MA.02601 ; HAROLD S. BRONELIe, CHIEF rRPJsf>`t� iiVb AXAi�➢IiorV1 EE VC\noM � T )PREVENTION .AUREA.V EUS(RMS$`PHUNF.(50¢)7754300 FACSIMILE PHONE: (508)778-6448 i T. PON9Lp H:CfOSF,JR-a CH LT. EWC F.HUBL'ER, CFT ' lE]fRE J�F>LEVk3N'1( OP't:OF R FM18 PREVVIENnON OFFICER :BU E COWI-PLIANCE FORM '; • THIS'FIRE Fi�EVENTI(�I �IJR �A'�1_,HAS RpYt�WEDTHE,PLANS DATED 2-7 b FOR 7H�,'PROP'ER' .•L:QtyATEQ AT' - _I'' AL$Q 'Kl wr • ;'R= 'F � k. 5" C �- V�V �S THE .CHAAT 'OF-Low INPICATES: THE STATUS OF OUR REVIEW. uA,. i .ter' � x:J; .•., 't':r" '". 'i`y�.t o•e;;:: ' . •,.•; RECEIVED REVIEWED COMPLIES Y. A. I��d'�((�lut'.�°�.�' �'�i�'/_�A'i AR T - C,ti: ',E ib 4 1�I;lMR N F3 . ' p• ., N , Tt ' r•' g�FLHp ( TE ` 1 ! CiJN`�( k:.� Xl ` S: oKi;. oNi'R'o�,EQu�'.':' Tl'"iv 13 .L 1AFfY1.Y•S}! f IU1R ', #A='F-IRE; X'fiNlrHfRl` ; 1J�lis F.E_'S.�` T gL E gTIpN .. �..,-` �f2-A�GC�PTi�IV� `i'� l': .�==� ,.,;1�"��i�1' • . �' • . . V1��. �t:f VI ; ,> 'aeS ,UI�I COMPLETE ANO-COMPLIANT FOR THE ISSUAHtE OP BUILDING .PI_'AM'IT:' J 0 WE HAIL CONIPTI ,fH "RCCPT!{NCE T �TINQ F©F}•THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE$C;QP'E ' l'HE'SU�LI1I(�G I'-CR.f�MIT,•THR ABOVE IS'WES-AllE IN COMPLIANCE_ 02/20/2008 .23:41 5087786448 HYANNIS FIRE PAGE 01 r riTIS FE DEPA RTNENT '�►��.: "95.HIpH.SQHO6L A[. EXT. HYANNIS, MA.02601 ?fie. �• He iltf!� ; '• . � - - -+ :I. HAROLQ S. sF{UNELL CHIEF 8- 1*--, '''• •' {!V6 AYiFh uar'PIhFE VCATIOh fH V-�I� VB r ENT)(4)' ,B V JV�1L1U 6U�INES$PHUN :( Z)¢)77b.1300 FACSIMILE PHONE: (508)778-6�148 s 7 m i)bN—ALA I�. C�S.E;Jk�.a CRT � LT. ERXC V. BUBLER, M i FEE 3P G 3 i7I�:Ok ICER PR SON OFkICER : 71 CHIN .( C COMPLIANCE FORM THI-9-FIRF,:PF#EVEI`TIQt�IBUFIEA-0 HA$'REyt)yWEE 'tHE PLANS DATED rOFi TFI .Pfli' R.T; ` LQATE AT' _ b � ��k I` ALti'?0 I N,C�.U'd�' A Q x THE .CHART BELOW INDICATES: THE STATUS OF OUR R:I:VIEW: F `HSFU( 1 ?TI17i7j., �;, ;TV�4 RECEIVED REVIEWED COMPLIES : - . 77 "': V•I. fl•,.If?1' • - .. - ... ., ',:.::r,3,.�.'da,l»+�•�'!-w1�1�Jy�." YIQ `Js, ,�'L`EI��� �`I�/�. ONN Iiro.R `` 'i = II� . AFETY r'> rv: : W �� Y�, s. 'IFXTI�1 UIFwMS.: ov t� .2i�A�•��PTANGI,�'T� TY _�y ��' FUA� -• - _; EJECTED .: w-48 Hfk b.COMP _ - D G V�fE HAVE C .N1PL�`1" a l VlC ePTANCE TESTiI� rb6 THE bCGUPANCYPERMIT'ANDBE[IEVE THAT W)THIN THE$cQP 'OF T}1E fIrIJII,DIG RlflltlltT,'TH��4BG)116 ISSl1E =ARE IN CAMP C .,,. Town of Barnstable Geographic Information System February 19,2008 t .. , . "' d4� *+ " 4 dy -AN y t a `X 3 0 77 e Stewa, Creek :289 Parcel:110 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map: boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:TFG HYANNIS HOSPITALITY LLC Total Assessed Value:$12635900 Selected Parcel O 1"=100'may not meet established map accuracy standards. The parcel lines on this mapWt are only graphic representations of Assessors tax parcels. They are not true property Co-owner:C/O TFG HOTELS&RESORTS Acreage:54.54 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:35 SCUDDER AVENUE f such as building locations.- Buffer Cce ��� � FED-11-2008 11 :08 AM A. C. R. 1 781 335 0061 P. 09 02/09/2008 19:06 7816712062 BOMBARDIER PAGE 01/07 NEW BEARING WALL NEW S 1/4.41/4' VERSA—LAM COLUMN 1 17x12 'THICKENED SLAB EX1$TING OPEN WS SML ROOF JOIST ABOVE �P 1 FLOOR SCALE. -I Ukon _ '. ,.`-p fro.x1Q15 r•,V f� 4 e d A. go"6wdlor P.E. eMiNk NEW per UPIN WALL f � Date Projopf a Structural Enpinesr 4 P�MI HY MVI V08"'"' tat Llnaaln $try RA 0trp1 l{ AbkWon. raahu�Wta 0 Scale J"— I FEB-11-2008 11 :08 AM A. C. R. 1 781 335 0061 P. 08 02/09/2008 19:06 7819712062 BOMBARDIER PAGE 02/07 401-0w -- SPAN OF 1 1�2" TAL NEW BEARING WALE, I I i T � S3 I I I EXISTING 22KIO OPEN WED STEEL APPROX. LOCA11ON ROOF JOISTS 0 460 00 OF NEW WOAD DECK ABOVE RQQE_. SCAM, at LEON A. u QnMSARDfER . fVO.?7E1S 4 t� A. 8mitc ld1w P.E. OWNnotes Nd. Structural Englnsw G � & 8,_ 131 Unodn �qrt � ROOT' A*gtcn, MaWoUodb S-w2 FEE-11-2008 11 :07 AM A. C. R. 1 781 335 0061 P.07 02/09/2008 19:06 7810712062 BOMBARDIER PAGE 03/07 �/A\\\/// 1V_v__.__ v\ 1v\'�1 £YJSTINQ OPEN WEB STEEL. JOIST bET'AIL A/S-4 S;rx5;r VERSA—LAM COLUMN UNDER EACH JOIST IBOTTOM CHORD SIMPSON ANGLE CONNECTION PLATE EXISTINO CONCRETE W PT SILL. SLAB 12"x12° CONCRETE W OF Mq� THICKENED SLAB AEON _ 2--04 REINFORCING BARS _ - � - A, m n DOT70M (LAP JOINTS 30*) smym BOMBARDIER y NA Lem A. Domborlkir PX W&V 9M wk Y t�O�ilrG 1tiM MA pOda Aroj�q! Structural Enq�Jne�r 4- �, ()08 -0 131 unown sbyAat ftdooL WALL SECTION Lm � Abington, Mel tr g ar� lm 235 e ITS S-3 FEE-11-2008 11 :07 AM A. C. R. 1 781 335 0061 P. 06 02/0912008 19:06 7818712062 BOMBAP..DIER PAGE 04/07 (2) ANGLES 2`x2"x1/4" ONE ON EACH SIDE OF JOIST 1/4"-2' LONG MINIMUM EACH END OF ANGLES 2x8 TCfF' F'LATaw 1/4"-2" LONG MINIMUM EACH END OF MOIT 2 S5 5r VERSA—LAM CO UMN jla OF LEO A... . DO 80MRARDIER I L No.27816p SCALE; 1 1/2"=1 -G« ZY l�+ ► Iq. ambwdw P.E lftft.NEAP mom tu Strudura{ Engineer *MY Y I6� 4t fC 4 � I wn 008°- 0 131 Unaoln Sett UMM DETAIL Abtngtonp M"960huttttt 02 S�4 FEE-11-2008 11 :06 AM A. C. R. 1 781 335 0061 P. 05 02/09/2008 19:06 7BIS712062 BOMBARDIER PAGE 05/07 BOLT OR WELD NEW 2x2 ANGLES + 440/4 PLATES NEW 1 xl xl/B + EACH SIDE ANGLE DIAGONAL BRIDGING 2wS PLATE 1/2" DIA THROUGH BOLT OR LAO SCREW VERSA—LAM COLUMN SIMPSON ANOL.E CONNE01ION PLATE EA. SIDE �� "� � LEON A. SCALE: 1-1/2",o1'—d" - SDMBARD1 R 8T��`���w Last A. Bmbwdler P.fr. MIN KAR1RIi Wu Date Prom No. Structural Ertglnaar Amy A11'iFI y R & 008.—v 131 LMcaln Sftbt Wft, XM AT M= MOXVATM �1q Abington, MnscohuNttf 0233 S-5 FEB-11-2008 11 :06 AM A. C. R. 1 781 335 0061 P• 04 02/09/2008 19t06 7818712062 BOMBARDIER PAGE 06/07 cU-11TURAL SP_ICzABON 1. WORK INCLUDES ALL EXCAVATION. CONCRETE WORK, COMPACTED BACKFILL, REINFORCING STEEL, WOOD FRAMING AND ALL OTHER MATERIALS, LABOR, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, 2. CONCRETE SLAB TO PEvWNT LL B SET BROKEN AND/OR CRACKED EDGES AND BE LEVEI_ CARE SHALL BE TAKEN CORNERS, 3, SOIL UNDER THICKENED SLAB SHALL BE FIRM AND UNDISTURBED, SOFT OR LOOSE MATERIAL THAT IS ENCOUNTMED SHOULD BE COMPACTED OR REMOVED AND REPLACE i ITH STRUCTURAL FlLL. 4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. 6. REINFORCING STEEL SHALL BE ASTM GRADE 60. ®, ENGINEERED WM13ER SHALL BE $01SE WOOD PRODUCTS AS FOLLOWS- VERSA—LAM BEAMS 2.0 E. 3100 PSI. VERSAwL,AM COLUMNS 1.7 E. 2650 PSI 7. WOOD FRAMING TO BE NAILED OR SECURED WITH HANCERS AND CLIPS BY SIMPSON 8, STRUCTURAL DESIGN LOADS ROOF SNOW LOAD 30 PSF ROOF DECK LIVE LOAD 100 PSF SOIL FEARING CAPACIIY ASSUMED 2000 PSF 9. WIMDING SHAH BE WITH E7oXX ELECTRODES AND CONFORM TO AMENCAN WELDING SWETY STANDARDS. `A N Vole q GISTt ed Low A. BmbwdWr RE ��NEW KmmAt11F�li R40FNri � flag �'� Ka Stnlctural Engin tr 'P=T'8 H MA 00$""" 131 Llnodln -Street Dl�llt�$+1q Nd. Abbfton, Mo"cK6wtte 02351s J V ..ems ✓`ie eoll rrta�uuPatl� o�` t;. 1 Board of Building Regniati ns and tand a d Construction Supervisor License License: CS 81581 Expiration.,4,1/13/2009 Tr# 9616 i IRestriction: 00- GARY ANTHONY, 307 PLAIN ST HANOVER,MA 02339 Commissioner h k h�q L z;A�. 'Vj / � / /p� .:;�.,�ys<�Sri , �btC 0077/I72(yl2lCtG'CLL�I 2L✓��.G9J(LGftlllJ2�td '�f' Board o Building Regulations and Standards. i, ��• 4 — HOME PROVEMENT CONTRACTOR !4 Registr tion: 133534 ° s . Expiration: .7/6/2009 Tr# 130638 Type Private Corporation ° ANTHONY'S CONSIALICTION&ROOFING CORP. GARY ANTHONY 4C . 142 EAST•STREET NI-(A I t t E. WEYMOUTH MA 02189 Adtni�• .:r� ns h-•r to r • i ' f THEl � Town of Barnstable AB Regulatory Services 9c� 63. ' Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I' n PA,l A �o /� ,as Owner of the subject property here by authorize C�t� An h,,,`V to act on my behalf, in all matters relative to work authorized by this building permit application for., <35 AQ e- n/5-122A—_ (Address of Job) . Signature of Owner Date L r n u`el per !� zo 10 Print Name If Prope Owner is applying for permit please Complete Homeowners License xemption Form on the revers the— E _ e side. Q:FORMS:O WNEPPERMISS ION The Commonwealth oflllassachusetts Department oflndustrial Accidents 711, Office pf g Investi ations 600 Washington Street Boston,MA 02111 ?tr;',A%, A`.%AiLA 5LE.4T MO!A41NST,HY-?NNls,it7i 4 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant]information Please Print Les�ibly Name(Business/Organization/Individual): �` �\C�' / o 111 1 , oc? Address: 1 Li e cis City/State/Zip: 1J fdVVX0u,�� VV1 4 0�11i cA Phone.#: 7 Fi- 3 39 Are you an employer?Check the appropriate bog: :Type of project(required):, 1.[V I am a employer with 4. I am a general contractor and I employees(full and/or part time).* • have hired the sub-contractors 6. ❑New construction . 2.❑ I am a'sole proprietor or.partner- listed on the'attached sheet. 7. ❑Remodeling Ship and have no employees These sub-contractors have g Demolition 'working for me in any capacity. employee$ and have workers' 9 Building addition [No workers' comp,insurance comp,insurance. , required.] 5. ❑ We are a corporation and its 10.❑•Electrical repairs or additions officers have exercised their '3.❑ I am a homeowner doing all-work . 11.[1Plumbing repairs or additions , myself[No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp,insurance required,] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating'such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entiti es have employees. If the sub-contractors have employees,they must providb their workers'comp,policy number.. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name; ,A U V Q S S Li( C',vX c-. C•0 Policy#or Self-ins.Lic,A 16 t14 C t Expiration Date; Job Site Address: City/State/Zip: H\e e, n ti,S `tit A �B t�-G o 1.•. Attach a copy of the workers' compensation policy declaration pa;e'(showing the policy number and expiration date): Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the CIA for insurance coverage verification. ' 16 hereby certefy under the p '.s hd enaIdes of per that the information provided above Ls true and correc4 Signature, C4Date: Phone# Official use only. Do not write in this area, tb be completed by,city or town offzciaL City or Town: ' :Permit/License# Issuing Authority(circle one): .1.Board of Health 2,Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel 111,0 Application# Health Division Date Issued Q/ Conservation Division Application F X_/�t Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address br— S C(A.M ta I-f ar n �- Village -T LL.�y L,' w -Ap 'Owner � dr,t ess Telephone C' f Permit Request Re— m �►01� ��> Crr,� Slo b _ Square feet: 1 st floor:existing proposed 2nd floor:existing proposed. Total new Zoning District Flood Plain Groundwater Overlay Project Valuation g0,00% 00 Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 36 Ye—it'i Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other AI X Basement Finished Area(sq.ft.) /111q- Basement Unfinished Area(sq.ft) Number of Baths: Full:existing lid - new Half:existing new Number of Bedrooms: existing A)(k new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other /v Central Air: ❑Yes ❑No Fireplaces: Existing V_New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: -- -Zoning Board of Appeals Authorization ❑'Appeal# Recorded❑ Commercial �Yes ❑No If yes, site plan review# Current Use HO-d Proposed Use 146 4L. BUILDER INFORMATION �1C e.tl 6(7— 7/f / 5//7 Name C� 2�/ �+���®��! Telephone Number Address ILIA 0 License# )a�k MA, b a If C Home Improvement Contractor# 13 3S �y Worker's Compensation# W C ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Lt9CL' VQ— SIGNATURE DATE a) i G 2 FOR OFFICIAL USE ONLY ^ A LCATION# ATE ISSUED { MAPZP RCELNO . . ADDRESS, VILLAGE { . { OWNER ` - i .DATE OF INSPECTION: . FOUNDATION � . . $ FRAME . INSULATION FIREPLACE } ELECTRICAL ROUGH FINAL \ PLUMBING: ROUGH FINAL \ GAS: ROUGH FINAL- FINAL BUILDING } ƒ , . DATE CLOSED OUT } ASSOCIATION PLAN NO. . From:Steve Tallent At:NorthStar Insurance Services.,Inc FaxID:NorthStar Insurance To:Building Division Date: 11292007 01:04 PM Page:2 of 2 ACORD -CERTIFICATE OF LIABILITY. INSURANCE OP ID S DATE 9OR ANTHO-1 1 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMAT ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICAT NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BEL Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE NAIC# [14ofing INSURER A: American Home Assurance Co INSURER 8: national Grange btutual Ins. co 14788 ony' s Construction Corep. -- . . - .. -. INSURERC: First Financial insurance Co. East St. -gn—it A INSURER D: nrbella Protection Insurance outh MA 02189 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. " LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE IMM/DD/YY) LIMITS GENERAL LIABILITY rGENERAL H OCCURRENCE $ 1,0 0 0,O O O C X ru COMMERCIAL GENERAL LIABILITY 647F000038 04/09/07 04/09/08MISES(Eaoccurence) $ 100,000 CLAIMS MADE X❑OCCUR - E`tP(Any one person) $5,000 SONAL&ADV INJURY $1,0 0 0,0 0 0 AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: DUCTS-COMP/OP AGG $2,0 O 0,O O O POLICY PRO- JECT LOC IEmp Ben. 1M/3M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07 04/09/0 8 (Ea accident) ALL OWNED AUTOS BODILY INJURY $250 000 X SCHEDULED AUTOS (Per person) i X HIRED AUTOS BODILY INJURY $rj 0 0 0 0 0 X NON-OWNED AUTOS (Per accident). r - rPERTY DAMAGE $ 100 0 O O accident) 1 GARAGE LIABILITY - AUTO ONLY-IEA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ Is DEDUCTIBLE Is - 'RETENTION $ $ WORKERS COMPENSATION AND - X TORY LIMITS ER EMPLOYERS'LIABILITY A.. ANY PROPRIETOR/PARTNER/EXECUTIVE SPECIAL PROVISIONS below WC8949527 07/18/07 07/18/08 E.L.EACH ACCIDENT $ SOO,000 OFFICER/MEMBER EXCLUDED? MP Il'yes,describe under E.L.DISEASE-EA ELOYEE $ 100,000 - ' E. DISEASE'-POLICY LIMIT L. $ 500 000 OTHER I B Leased Equipment MSB99779. 04/09/07 04/09/08 Equipment 160,000 ' deductibl 250 i ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY E14DORSEMENT/SPECIAL PROVISIONS i 6 ERTIFICATE HOLDER CANCELLATION BARNS TA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF,THE ISSU114G INSURER WILL ENDEAVOR TO.MAIL 10 'DAYS WRITTEN TOWI7 Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Building tee tOn S 200 main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR .s I i. Hyannis,MA .02601 A REPRESENTATIVES, i AUTHORIZED REPRESENTATIVE Margaret Herlihy :ORD 25(2001/08) ©ACORD CORPORATION 1988 J I .. ✓e TDouilnzoozure�z/,��Board of Bding Regulati ns a�d Stani and , Construction Supervisor License y License: CS 81581 Expiration; .11/13/2009 Tr# 9616 Restriction 00 � GARY ANTHONY: J 307 PLAIN ST �( HANOVER,MA 02339 ��� __ Commissioner Board o Building Regulatibnsancl Standards. FJ HOME PROVEM ENT CONTRACTOR ' _ Registr tion: 133534 ° ' Expiration.: 7/6/2009 Tr# 130638 s Type: Private Corporation ¢q ANTHONY'S CONSIh UCTION&ROOFING CORP. ' a GARY ANTHONY . 142 EAST STREET UNIT A �,�,,� i E. WEYMOUTH, MA 02189 y* Administrator J ✓de TDorivnzoozure�z/�� p� 'Board of Building Regulations a�d Stani ard� �, , j4 Construction Supervisor License y License: CS 81581 Expiration:. .11/13/2009 Tr# 9616 i .I Restriction: 00 � GARY ANTHONY. J 307 PLAIN ST HANOVER,MA 02339 �J c Commissioner a I`i� i//� T90097i112(yi2f.!/P,C�C/2 O�✓�1.lZJJCL'GdGClQ2��4 �',��I fC_ Board o Building Regulatibnsand Standards. HOME PROVEMENT CONTRACTOR . Registr tion: 133534 Expiration -.7/6/2009 Tr# 130638 j s Type: Private Corporation ¢q ANTHONY'S CONslliUCTION&ROOFING CORP. ' a GARY ANTHONY . 142 EAST STREET UNIT h i E. WEYMOUTH, MA 02189 y*' Administrator �I"Erti Town of Barnstable • Regulatory Services SAENSTABLE,HAM • . 9� s `�$ Thomas F. Geiler,Director Building Division Tom'Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �►'n'P Da I C zzo 1 , as Owner of the subject property hereby authorize 6-a r� �,, , v to act on my behalf, in all matters relative to work authorized by this building permit application for., ,35 (A,ddress of Job) Signature of Owner Date f r r11 P. bGl f c Zo(a Print Name — If Property Owner is applying for pen-nit please complete the Homeowners License Exemption Form on the reverse side. Q TO RM&O W NE RP ERM IS S I ON The Commonwealth of Massachusetts Department oflndustrial Accidents = �s. -, 3aJ;J" i Office of Investigations A _-.Qz, ::A,:: _- F;, _ iUST ' T;pt: 600 Washington Street k-A;�M i„� E.cr1 -7 "''- c . TURISDiCTICBOSton, 2A 02111 "EERVITS ARIVAILABLE,AT 200 JvA41N ST,HYANNIS,A,, . wl•vw.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information i } Please Print Legibly Name(Business/Organization/Individual): N10"►�`, ��ti S� �- K yC��:�_�__C o r Address: Li City/State/Zip: Phone.#: 'Z F 1- 3 3 9 " 1 l Are you an employer?Check the appropriate box: :Type of project(required):. I. I am a employer with /0 4. ❑ I am a general contractor and I 6. New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or.partner- listed on the-attached sheet. 7. El Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers 9 ❑Building addition [No workers' comp.insurance comp.insurance.$ required.] 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions ' myself,[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees, [No workers' 1311 Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating'such: $Contractors that check this box must attached an additional sheet showing the name of the Subcontractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp,policy number., I ant an employer that is providing workers'compensation insurance for my employees. Below 1s.the policy and job site' information. Insurance Company Name: rc V-\ 1A U►`h iL S S u('c.A L L 0 Policy#or Self-ins.Lic.#: LJ ti Ci Expiration Date: Job Site Address: 3 S S-c-L,tkrl<E'_ City/State/Zip: H�I 4n A l s mil 4 6L(a o t. Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required umder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification, ' I do hereby certify under the p '.s nd penalties of perjury that the information provided above is true and correct Sim afore• C11 Date: 02 LI� Phone# '�6` 3 3 37— 1�(o[ Offccial use only. Do not write in this area, to be completed by.city or town officiaC City or Town:' .Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other ContactPerson: Phone#: Town of Barnstable Geographic Information System February 19,2008.1 . t g_ r� y a, F ' n 0 77 e Stewar Creek DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:289 Parcel:110 Selected Parcel F boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:TFG HYANNIS HOSPITALITY LLC Total Assessed Value:$12635900 1"=100'may not meet established map accuracy standards. The parcel lines on this map . ,� are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:C/O TFG HOTELS&RESORTS Acreage:54.54 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:35 SCUDDER AVENUE r, such as building locations. Buffer �''i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ^ 1 C) Application# ` Health DivisionVJ� 2 Date Issued; l� Conservation Division Application,Fee i Tax Collector Permit Feed Jo- Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address SS sccUt­fz- G bQ Village N y.2nn� 5 Owner !SL+ 'Le-O', Lf t kre Address_ A0, 5. y?00 SC0 -s 0")-t -Az Telephone Permit Request C b fl c�� 4Z-�- T 0/& J5a t��' ` q CcJ .. 'p r(CcVI r �/ C c-2 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation E Q I Construction Type MOVL Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 36�&6 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other a& Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 1V new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing Al new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil �df Electric ❑Other Central Air: L]Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: s Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ <E _ =- Commercial Yes ❑No If yes,site plan review# ffA- %10 Current Use NOi-eL Proposed Use F1u�-e� �- BUILDER INFORMATION ('Q Name �/ �1 �� �as�/ Telephone Number Address N a ecLS� License# C S �1 '5 1 Home Improvement Contractor# 3 3 5- 3 Worker's Compensation# W C 9 y 9 ��, 1) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t t)X,) - IMan SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i MAP/PARCEL NO. !r 7 ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION u - k FRAME T INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t 14C :The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations A _ , ,-_ 600 Washington Street crV..icy_ _ 'RS - ;iR_ ._= I:-- c-iorl� .. Boston,MA 02111 =-' '�'` :Y ;cHAVINGJ;RISDCIiO., F.ER1�JITS ^-,R="A,VAJ BIc•nl'2�01v1i;)iV ST.,NYr^.NIVtS,1�; wrdw.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print LeEibly Name(Business/Organization/Individual): A^\ C�C++��� , •�C3�1 S 4- K C�C���� C t°`'o . � - �- (,c •Address: 1 �i�. 2 - •. �i.� .l�.- . • City/State/Zip: We-4movA� M4 o;OcA Phone.#: 73I- 3 39 i t Are you an employer?Check the appropriate box: :Type of project(required):. 1. I am a employer with I 0 4. ❑ I am a general contractor and I 6. ❑New construction . employees(full and/or part-time).* • have hired the sub contractors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have. g• ❑Demolition Fvorkin for me in an capacity. employees and have workers' g Y P t5' 9. ❑Building addition [No workers' comp,insurance comp,insurance•$ required.) 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing ill-work . ❑ • g P . myself[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance.required:)t c. 152, §1(4),and we have no employees, [No workers' 13.❑Other comp•insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is-the policy and job site information. L` n Insurance Company Name: \ E Cc A ,l U►vk f-- (!t S S lk$ok A C-c-. IC 0 Policy#or Self-ins.Lic.#: 1J C 1i ti y Expiration Date: 62/10 W, Job Site Address: Jr' �'�U-C� e(. Cl-\)`4Z-- City/State/Zip: N�g d n A l l m A Attach a copy of the workers' compensation policy declaration page•(showing the policy number and expiration date): Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the-Office of Investigations of the bIA for insurance coverage verification. 'do hereby cer 0 under the p • nd penalties of perjury that the information provided above Is true and correct. Si %tore: Date Phone#• - 1 6/.•- 3 I�Z— f el Li Official use only. Do not write in this area, to be completed by city or town officiaC City or Town:' .Permit/License# Issuing Authority(circle one): :1.Board of Health 2:Building Department 3• City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: From:Steve Tallent At:North Star Insurance Services.,Inc FaxID:North Star Insurance To:Building Division Date: 11292007 01:04 PM Page:2 of 2 ACOR,Q CERTIFICATE OF LIABILITY INSURANCE OP ID S DATE(MM/DOMW) ANTHO-1 11/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE tQorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:7817431=6134 INSURERS AFFORDING COVERAGE NAIC rINSUR-ED INSURER A: American Home Assurance Co - INSURERB: elational Crange Mutual Ins. Co 14788 Anthony' s Construction & Roofing COLp _ _ INSURER -First Financial Insurance co. ' .. P - - - - .-. .. 142 East 4A 02189 A INSURER D: Arbella Protection Insurance Weymouth ILIA 02189 ' INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.*TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR IJSR TYPE OF INSURANCE POLICY NUMBER DATE(MMj'D'D9DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACHOCCURRENCE $1,0O6,000 C X COMMERCIAL GENERAL LIABILITY 647F000038 04/04/09/08 PREMISES(EaoccEurence) $ 100,000 CLAIMS MADE Fx_]OCCUR ME D E(P(Any one person) $5,0 0 0 PERSONAL&ADV INJURY $i,0 0 0,0 0 0 GENERAL AGGREGATE $2,0 0 0,0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY PRO- JECT LOC - - Emp Ben. 1 iM/3M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07 04/09/08 (Ea accident) ALL OWNED AUTOS BODILY INJURY $250 000 X SCHEDULED AUTOS (Per person) ,. X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY(Per 5 0 0r 0 0 0 (Per accident) PROPERTY DAMAGE $ 100000 (Per accident) r GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $- ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ 'RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMIT EMPLOYERS'LIABILITY S ER - A. ANY PROPRIETOR/PARTNER/EXECUTIVE WC8949527 07/18/07 07/18/08 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED?If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 100,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 . OTHER . B Leased Equipment MSB99779. 04/09/07 04/09/08 Equipment 160,000 deductibl 250 ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE THE EXPIRATION BARNSTA DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN TOW33 Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE T6 DO SO SHALL Building Division I 200 Main .Street IMPOSE NO OBLIGATION OR LIABILfTY OF ANY KIND UPON THE INSURER,TTS�AGENTS OR Hyannis MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE j Mar aret Herlihy :ORD 25(2001/08) ©ACORD CORPORATION 1988 �'THE' ,y Town of Barnstable • Regulatory Services s,uxsresr..e, - 9� S6 Thomas F.Geiler,Director, `°""•'�6 Building]division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab l e.rna.us - Office: 508-862-4038 - - - - Fax: 508-790-6230 - Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 6-tt r to act on my behalf, in all matters relative to work authorized by this building permit application for., (Address of Job) Signature of Owner' Date �Y►l I'L �G1 ��7 ZO O print Name If Prope Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q TO RM S:O W NE RP ERM IS S IO N o _ M olot Ln -.0 s Cl ag AM Li u cc ! Tt . o E N --- - W s t N a j OF OD W _ _ Daniel Architects Inc W L` — -- 2 Stttamer St.. Suite S Pf"ick. IWA.0E760 w LL IRS Board of Building Regulatidns and 9tanitards { Construction Supervisor License License: CS 81581 f Expirabon: 1,1/13/2009 Tr# 9616 f . . '� Restriction 00: �i ,� GARY ANTHONY 5' 307 PLAIN ST HANOVER,MA 02339 i Commissio a. ner • ` Board o Building Regulatibl's and StandarcEs if HOME PROVEMENT CONTRACTOR `e. Regist� tion: 133534 k Expiration: .7/6/2009 Tr# 130638 I Type: Private Corporation ANTHONY'S CONSiliUCTION&ROOFING CORP. I GARY ANTHONY . d 142 EAS.TSTREET, UNITA, � "+ E.WEYMOUTH, MA o2189 Administrltoi - - �k$,� s�'�Cy . x -,--v r •.�'L sfr';a;, ra q't;�t Tovyn of Barnstable Geographic Information System February'19,2008 4 A A. f M rt t' r 0 77 e Stewar, Creek DI CLAIMERS:This ma is for planning purposes only. It Is not adequate for legal Map:289 Parcel:110 _ $ p p t p �' y q g Selected Parcel boundarydelertnination or regulatory interpretation. Enlargements beyond a scale of Owner:TFG HYANNIS HOSPITALITY LLC Total Assessed Value:$12635900 1"=100'may not meet established map accuracy standards. The parcel lines on this mapw+, are only graphic representations of Assessor's tax parcels. They are not true property .Co-Owner:C/O TFG HOTELS&RESORTS Acreage:54.54 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:35 SCUDDER AVENUE such as building locations. Buffer t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �! Application# 0 M Health Division Date Issued 1 ZL Conservation Division '�' Application Fee 2P Tax Collector Permit Fee Lt( `6 �( Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address S [ Village s Owner _c�L-T L: 1 car IN;e.9,W Address J-e_!Z Telephone c Permit Request a I a j 1 e c�� r e (mil—c�`�Q I ©� r1 /l Q C 1 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay vo Project Valuationfg Construction Type ;U Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes P No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other 6 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 -� Number of Baths: Full:existing new Half:existing dew == Number of Bedrooms: existing new Z' w, e Total Room Count(not including baths):existing new First Floor Roo Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other g- r� Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: f'Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: �Z Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial P Yes ❑No If yes,site plan review# Current Use Hoke MI-ce, S/kLce Proposed Use_p ,c BUILDER INFORMATION C Tte ( Name ' R ►S� u ' A dhAV) (00 11��lephone Numbers 9F1 N 339 Address License# C5 (j)C'_-YYII40 LA lei A Home Improvement Contractor# Worker's Compensation# 4) y� � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Aaq sotea-4 SIGNATURE a DATE FOR OFFICIAL USE ONLY -APPLICATION# ,z DATE ISSUED MAP/PARCEL NO. } ADDRESS VILLAGE OWNER 7 DATE OF INSPECTION: FOUNDATION FRAME �� r - / f7 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING PIZ- DATE CLOSED OUT ASSOCIATION PLAN NO. - 4' ` 17 f ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston,MA 02111' wr*.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Legibly Noma(Business/Organization/Individual): A\J er, , ' Address: 1_4.1 p i-,4 (,Nlav� A—(d)2,v •A� ,im r rNt'i� G1:�.I;�Qi City/State/Zip: W e_lw u,h Oa f lft Phone t 'M ?6 r7 `_ •l_61 Are you an employer? Check the appropriate bog: :Type of project(required):. 1.4 I am a employer to er with 4. I am a general contractor and I 6. ❑New construction . ~ employees(full and/or part-time). art time).* • have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workin for me in an capacity. employees and have workers' g Y F ty 9. ❑Building addition [No workers' comp.insurance comp.insurance.$' required.] 5. [] We are a corporation and its 10.❑E1ectrical repairs or additions '3.❑ I am a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers'comp. right bf exemption per MGL 12,[]Roof repairs insurance.required.]t c. 152, §1(4),and we have no ' employees. [No workers' 13.0 Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infomnation. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit a new affidavit indicating such. tContractors that check this box mutt attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: 1 M e Ir i CCA^ N VA-f A5'3 1AV cX Ace- C d Policy#or Self-ins.Lic,#: LO C A Expiration Date: 1 AN Job Site Address: - Mt6 `1`� City/State/Zip:WVCJL Ni ,N Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains•and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone#: i i Official use only. Do not write in this area, to be completed by.city or town off ciaL I City or Town:' Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other1 Contact Person: Phone#: • d 9 r TWA I t "".`,�-^^� ,� '4�• 4 F)�`f �Ma.r .�'�ti,y1 �' �iryry���i � + i`` `ii��'I t�� Q. ��� ti.}f � � r�i ��\ � ,v�l � w}X r> � �'r,r�✓J�f� „� H tf ,1n ��' n -ry a r J�kt ,� � � ` .r'�ya,! �t�rr.>, ;. s �ar�i ��j�, r ,`�ri �, 9t�.` ,!"�`s?Y�.��, '� • ''C r ��,�vL '{ ,,�''(•�h�(.�r "9w�' �F , `� I" N ui t y r i � i ll t+�V^.�an .!'`• v r Il�. l � .Fx bSr '�-75z t�,l�E�(Y.rt ,> tV1M(+ri'Y> vs a .L jai-4++v' ,1�yt t• Z., +}},r t�J�y�y'^Y s`j� u,'+Z`,• i? .v � 4S�fk��.dv y,,.a � '('�'Y{ 1 .w- }F @v�r 'i'C -in� C�� j•'�.`TM ,M y'• �"d'�t5 P iV�t .�V � ,�y,�"6' �T �'�' f,. ���,� }r Vt rt e9 � /.(' mil j.}���,� � M�YL��j• l� Y�: � � ��-�� �L .', i rl �,..,,�. � i1 SIN 1 1\ � I f� ,�. M� lei, — Mi - �� Q� VN.' '��;t�:�lnT7-3 � '3 �.'. �. i i ea f err � r n ' d a • .,�sr i� +r wti � rA � 1� �' r:. rye �� f •�� •�� \a? r � r� •� ����� t. ..+� 1•,�r �� r •�� � .� �ti'I'•' � '`:fit _ � � -- , - ,._ ,.•,_ .: ors. : •p w i.•r� k.rar•. �lI�P��n r lrps' a 09 /20 /2007 � l s; f - 'IT �Jl _ _ y —._ 44 eos 80MAWSIMET r - SM 2M 40M MA �. PF4 p I 10, rod' I 1 ,G��f�9�ItM �.-I� pt► �►J rqFI ti r °FINE T Town of Barnstable Regulatory Services • BARNSTABLE, v MAss. $ Thomas F.Geller,Director � t63q. A �0 rf039 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder P7 Q 0 , as Owner of the subject property hereby authorize G a\' [J n - o n Q, to act on my behalf, in all matters relative to work in authorized by this build permit application for: (Address of Job) ignatur of Ovfier . Date 47 Print Name If Property'Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION Bf �oFs►,e,�, .Town of Barnstable Regulatory Services * BAR STABLE, * Thomas F.Geiler,Director 9 MASS. 039• p a Building Division Eve Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ------------------------------------ HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 4 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department' minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner l Approval of Building Official " Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomr/certification for use in your community. Q:forrns:homeexempt 1 From:Steve Tallent At:NorthStar Insurance Services.,Inc FaxID:North Star Insurance To:Building Division Date:11/29/2007 01:04 PM Page:2 of 2 OP ID S DATE(MM/DD/YYW) ACORD CERTIFICATE OF LIABILITY INSURANCE ANTHO-1 11/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE North5tar .Ins. Services, Inca HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE NAIC9 INSURED INSURER American Home Assurance Co INSURER B: National Grange Mutual Ins. Co 14788 Anthony' s Construction & Roofing Corr`p INSURERC: First Financial Insurance Co. 142 East St. —Vnit A INSURER D: Arbella Protection Insurance Weymouth 141A 02189 INSURER E: - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR 14SRC TYPE OF INSURANCE POLICY NUMBER DATE,(MM/DDIYY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,0 0 0,.00 0 C X COMMERCIAL GENERAL LIABILITY- 647FO00038 04/09/07 04/09/08 PREMISES(Eaoccurence) $ 100,000 CLAIMS MADE X❑ OCCUR MED E.KP(Any one person) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 , GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO- JECT LOC - Emp Ben. 1M/3M AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07. 04/09/08 (Ea accident) ALL OWNED AUTOS - _ - BODILY INJURY ' X SCHEDULED AUTOS (Per person) s250,000 X HIRED AUTOS BODILY INJURY $500,000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ 100,000 (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC I$ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY - EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ _ $ - WORKERS COMPENSATION AND - rE.L. ORV LIMITS ER A EMPLOYERS'LIABILITY WC8949527 07/18/07 07/18/08ACH ACCIDENT $ 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE - - OFFICER/MEMBER EXCLUDED? SEASE-EA EMPLOYEE $ 100,000 If yes,describe under SPECIAL PROVISIONS below SEASE-POLICY LIMIT $500,000 OTHER B Leased Equipment MSB99779 04/09/07 04/09/08 Equipment 160,000 deductibl 2.50 ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - i t - i a ERTIFICATE HOLDER CANCELLATION :. BARNS TA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION y DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 O DAYS WRITTEN Town Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Building Division THE. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND U�ON THE INSURER,ITS AGENTS OR 200. Main .Street ' Hyannis MA 02601 REPRESENTATIVES. .- AUTHORIZED REPRESENTATIVE iMargaret Herlihy -ORD 25(2001/08) ©ACORD CORPORATION 1988 T a i ✓1ie 1°iarri�na�zuseal� a���/�aoaae Board of,Buildin Re id-tidns.and Standards " j Construction sup rvisor License �j License: CS 81581 Expiration /2009 Tr# 9616 A JReslrlction OQ GARY ANTHON-�,* ` 307 PLAIN ST{ r<r C, - - j HANOVER,MA 02339 r' Commissioner R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . \ Map �� Parcel Application# N Health.Division Date Issued 1 625 Conservation Division Application Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village Y 1 Q Owner L- N ' 61 14d �'��� t�i Address 6- Se. ! V 4; Telephone r� ICac� Permit Request .`e ° 0 A C� sCa- � L Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Totah'new Zoning District Flood Plain Groundwater Overlay Project Valuation J D®'!6_Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use n n BUILDER INFORMATION Cell 61 ?—71 ?—I1 o�.�' felephoneNumber — Address L�(` k ewSl_ S�` License#! C 5 �J'76 0 muKjti IM� Oal��t Home Improvement Contractor# 13 3 rj 3 4 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W coV tkc v\-! yW eio-�`F- SIGNATURE 6�_k91� DATE l a/o-LG f 0 7 s - FOR OFFICIAL USE ONLY ' { APPLICATION# DATE ISSUED MAP/PARCEL NO. r • t � ADDRESS VILLAGE OWNER 1 5 , DATE OF INSPECTION: } i FOUNDATION FRAME INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING x DATE CLOSED OUT ASSOCIATION PLAN NO. 1 A ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers _Applicant Information pp Please Print Legibly Name(Business/Organization/Individual): R N\�6 U Y' ) (O o&� i� F.bo�:Y C o r Address: 5k- Li•►,�t City/State/Zip: l,)ej w\o,h�`\ A� b��� Phonet '? a(ol Are you an employer? Check the appropriate bog: :Type of project(required):, 1.(f I am a employer with�to er — 4. I am a general contractor and I 6. ❑New construction . employees(full and/or part-time).* • have hired the stab-contractors 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor me in an capacity. employees and have workers' y P t3'� 9. ❑Building addition [No workers' comp.insurance comp.insurance. ' 5. We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 11. Plumbing repairs or additions ' '3.❑ I am a homeowner doing ill-work . � . g p , • myself.[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other_ comp,insurance required.] *Any applicant that checks box#1 must also.fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number. I. an employer that is providing workers'compensation insuranee for my employees. Below is.the policy and job site' information. Insurance Company Nalme; 1-�W e `Ccx^ D" V 1 S S�Jl C 0.V1 C e L C — Policy#or Self-ins.Lic.A W C 'cc Ck q� t�a Expiration Date: Job Site Address: City/State/Zip: is Attach a copy of the workers' compensation policy declaration page'(showing the policy num er and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investigations of the CIA for insurance coverage verification. I do hereby c ify under the pains•andpenalties ofperjury that the information provided above is true and correct. Si ature: Date' I0 7 _ Phone#• (^ l n l�� I �' CZ'. Official use only. Do not write in this area, to be completed by,city or town official, City or Town:' Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#; From:Steve Tallent At:NorthStar Insurance Services.,Inc FaxID:NorthStar Insurance To:Building Division Date:.11/29/2007 01:04 PM Page:2 of 2 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID s DATE(MM/DD/YYYY) ANTHO-1 11/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE NAIC INSURED INSURER A: American Home Assurance Co INSURER B: National Grange Mutual Ins. Co 14788 Anthony' s Construction& Roofing CorpP INSURER C: First Financial Insurance Co. 142 East St. -Unit A INSURER D: Arbella Protection Insurance Weymouth MA 02189 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENIT,'TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY"PiRATION LTR IJSR TYPE OF INSURANCE - POLICY NUMBER DATE(MM/DDIYY)IVE: DATE(MM/DD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,0 0 0,Q Q Q C X COMMERCIAL GENERAL LIABILITY 647F000038 04/09/07 04/09/08 PREMIsES(Eaoccurenca) $ 100,000 CLAIMS MADE X❑ OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE - $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO JECT LOC Emp Ben. 1M/3M AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07 04/09/08 (Ea accident) ALL OWNED AUTOS BODILY INJURY $25O 000 Ix SCHEDULED AUTOS (Per person) , . HIREDAUTOS BODILY INJURY $500 000 NON-OWNED AUTOS (Per accident) i PROPERTY DAMAGE $ 100,000 (Per accident) tGXACRE LIABILITY - AUTO ONLY-EA ACCIDENT $ Y AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ /UMBRELLA LIABILITY - EACH OCCURRENCE $ , CUR CLAIMS MADE AGGREGATE $ $ DUCTIBLEENfTION $ - $ WORKERS COMPENSATION AND - X 70RY LIMITS ER EMPLOYERS'LIABILITY A. ANY PROPRIETOR/PARTNER/EXECUTIVE WC8949527 07/18/07 07/18/08 E.L.EACH ACC I DENT $ 100,000 OFFICER/Iv1EMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 10 0 0 0 0 If yes,describe under - .'I SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT '$5 O 0,0 0 0 OTHER B Leased Equipment MSB99779 04/09/07 04/09/08 Equipment 160,000 deductibl 250 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS , CERTIFICATE HOLDER CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 O -DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO Do SO SHALL Building Division I 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis MA 02601 REPRESENTATIVES. iAUTHORIZED REPRESENTATIVE Mar----' Herlih 1CORD 25(2001/08) ©ACORD CORPORATION 1988 LPROPOSAL AND ACCEPTANCE ANTI1ONY'S CONSTR &.RO OFING C ORP FULLY:LicElVSED,&nvstrxEn': 142 EAST STREET., UNIT A iG#i33s34 WEYMOUTH;_MA 02189 „ LICENSE#CS-081581 & CS 081583 PHONE _ PROPOSAL DATE " Oct 23, 2007 FAX '>PROPOSAL# REN SHIN 03 781-337.1261` 781 335-0061 T PAGE. 1 PROPOSAL TO: WORK PERFORMED AT: RENOVATION'S UNLIMITED, INC. SHERATON, HYANNIS 121 BRAMPTON LANE MAIN BALLROOM ROOF AREA NAPLES, FL 34104 flak CONTACT: BOB COMPAGNONE vnEC CUSTOMER ID GOOD THRU PHONE: 239-571-7550(C) RENOVATION 11/22/07 FAX: 239-455-5044(FL) MEMBER DESCRIPTION.OF'WORK COST E HEREBY PROPOSE TO SUPPLY THE MATERIAL AND PERFORM THE LABOR NECESSARY FOR THE FOLLOWING SCOPE OF WORK. 1) REMOVE EXISTING ROOF SHINGLES AND PROPERLY DISPOSE OF. ) REN AIL ALL LOOSE BOARDS AND REPLACE ROTTED WOOD DECKING WITH NEW WOOD AT A COST OF $4.75, PER BOARD FOOT AND $3.50, PER SQUARE_FOOT OF PLYWOOD. 3).INSTALL NEW ICE AND WATER SHIELD 6' UP ALL GUTTER EDGES AND 18"OUT FROM ALL ALLEYS AND ROOF PENETRATIONS. INSTALL NEW DRIP EDGE AT ALL PERIMETER EDGES. 5).INSTALL 15LB SHINGLE MATE TAR PAPER OVER EXISTING AREA. INSTALL NEW 30-YEAR CLASS A CERTAINTEED ROOF SHINGLES. 7) INSTALL A NEW RIDGE VENT SYSTEM TO PEAK OF ROOF. 8) BACK FLASH ALL EXISTING ROOF PENETRATIONS TO MANUFACTURERS SPECIFICATION. 100,100.00 NOTE: PLEASE ALLOW ACCESS FOR MEN AND EQUIPMENT. NOTE: THE PREMISES WILL BE CLEANED AND LEFT IN AN ORDERLY CONDITION.- NOTE: TARP ALL AREAS, WHERE SHINGLE REMOVAL PERFORMED TO PROTECT AGAINST DAMAGE. NOTE: GUTTERS AND DOWNSPOUTS WILL BE CLEANE ` TLIT OF ANY ROOFING DEBRIS. NOTE: PLEASE REMOVE OR COVER ANY VALUAB S IN �4C,AS WE ARE NOT RESPONSIBLE. NOTE: A MAGNETIC NAIL SEARCH PERFORMED AT E_ OF J NOTE: ANY QUESTIONS OR CONCERNS ABOUT THI� PRO AL PLEASE CALL. PAYMENT TERMS: $30,100.00 UPON SIGNING OF PR6POS L, 30,060.00 UPON START OF JOB, $30,000.00 HALFWAY THROUGH JOB, $10,000.00 UPON PLETION OF JOB. We propose hereby to furnish material ano'labor-complete in accordance with the above specifications. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.. OTAL 00,1 OO.00 Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over.and above the estimate. All agreements contingent upon strikes,accidents ordelays beyond our control. Ownerto carry fire,tomado and other necessary insurance. Ourworkers are fully covered by Workmen's Compensation Insur nce. "NOTE:PLEASE BE ADVISED THAT ANTHONY'S CONSTR.&ROOFING HAS CHANGED THEIR PROPOSAL AND ACCEPTANCE,SEE BELOW. Authorized Signature ACCEPTANCE OF PROPOSAL Signature L. The above prices,specifications and conditions are satisfactory and hereby accepted. You are authorized to do.the work as specified.Payment will be Print Name k�402tA L t �� made as outlined,and Date of Acceptance 4,41.02 1 1/2%per month service charge will be added to balances after 30 days upo completion of job. (PLEASE:SIGN ONE PROPOSAL AND MAIL BACK) LPROPOSAL AND ACCEPTANCE ANTHONY'S CONSTR.`& ROOFING CO" FULLY LICENSED &INSURED 142 EAST.,STREET; UNIT A 1 REG#13353.4 WEYMOUTH, MA 02189 LICENSE#CS-O$1581 &'CS 0815 83 PROPOSAL DATE Oct 23,'2007 PHONE: FAX PROPOSAL# REN SHIN 02 781=337-1261- 781 335=0061 PAGE. . ; 1 PROPOSAL TO: WORK PERFORMED AT: RENOVATION'S UNLIMITED, INC. SHERATON, HYANNIS 121.13RAMPTON LANE POOL AND OFFICE SHINGLE ROOF NAPLES, FL 34104 AREA CONTACT: BOB COMPAGNONER� CUSTOMER ID GOOD THRU PHONE: 239-571-7550,(C) "�"""E"'*■•" RENOVATION 11/22/07 FAX: 239-455-5044(FL) MEMBER DESCRIPTION OFWORK s COST E HEREBY PROPOSE TO SUPPLY THE MATERIAL AND PER FORM THE LABOR NECESSARY _ FOR THE FOLLOWING SCOPE OF WORK. 1) REMOVE EXISTING ROOF SHINGLES AND PROPERLY DISPOSE OF. RENAIL ALL LOOSE BOARDS AND REPLACE ROTTED WOOD DECKING WITH NEW WOOD AT A -COST OF $4.75, PER BOARD FOOT AND $3.50, PER SQUARE FOOT OF PLYWOOD. 3) INSTALL NEW ICE AND WATER SHIELD 6' UP ALL GUTTER EDGES AND 18"OUT FROM ALL. . . ALLEYS AND ROOF PENETRATIONS. INSTALL NEW DRIP EDGE AT ALL PERIMETER EDGES. 5) INSTALL 15LB SHINGLE MATE TAR PAPER OVER EXISTING AREA. INSTALL NEW 30-YEAR CLASS A CERTAINTEED ROOF SHINGLES. INSTALL A NEW RIDGE VENT SYSTEM TO PEAK OF ROOF. 8) BACK FLASH ALL EXISTING ROOF PENETRATIONS TO MANUFACTURERS SPECIFICATION. 43,120.00 NOTE: PLEASE ALLOW ACCESS FOR MEN AND EQUIPMENT. NOTE: THE PREMISES WILL BE CLEANED AND LEFT IN AN ORDERLY CONDITION. NOTE: TARP ALL AREAS, WHERE SHINGLE REMOVAL PER RMED TO PROTECT AGAINST DAMAGE. NOTE: GUTTERS AND DOWNSPOUTS WILL BE CLEANED O FA FING DEBRIS. NOTE: PLEASE REMOVE OR COVER ANY VALUABLES IN ATC, A E ARE NOT RESPONSIBLE, NOTE: A MAGNETIC NAIL SEARCH PERFORMED AT END OF JO'B. NOTE: ANY QUESTIONS OR CONCERNS ABOUT THIS PROPOSAL EASE CALL. PAYMENT TERMS: $13,120.00 UPON SIGNING OF PROPOSAL, $11,500.00 UPON START OF JOB, $11,500.00 HALFWAY THROUGH JOB, $7,000.00 UPON COMPLETION OF JOB. We propose hereby to furnish material and labor-complete in accorclance with the above specifications. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. OTAL 43,120.00 Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge-over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance. Ourworkers are fully covered by Workmen's Compensation lnsu•ance. '"NOTE:PLEASE BE ADVISED THAT ANTHONY'S CONSTR.&ROOFING HAS CHANGED THEIR t Authorized Signature PROPOSAL AND ACCEPTANCE,SEE BELOW. ; ,,J;- ACCEPTANCE OF PROPOSAL Signature The above prices,'specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified.Payment will be Print Name I, made as outlined,and Date of Acceptance I21/b/0 7 1 1/2%permonth service.charge will be added to balances after 30 days upo completion of job. (PLEASE SIGN ONE PROPOSAL AND MAIL.BACK) PROPOSAL AND ACCEPTANCE _J ANTHONY'S CONSTR.',& ROOFING'CORP FULLYLICElvSED &INSURED 142 EAST STREET, UNITA ,REG#1s3s34 WEYMOTJTIi,:MA 021$9 LICENSE#CS-081581 & CS 081583 PROPOSAL DATE Oct 23, 2007 PHONE ; X." PROPOSAL#. REN-SIDG 02 781-337=`1261 781335=0061 _ PAGE. :: 1 .." PROPOSAL TO: WORK PERFORMED AT: RENOVATION'S UNLIMITED, INC. SHERATON, HAYNNIS 121 BRAMPTON LANE MAIN BUILDING, ALL MANSARD NAPLES, FL 34104 ROOF AREAS CONTACT: BOB COMPAGNONE SR. CUSTOMER ID GOOD THR PHONE: 239-571-7550(C) RENOVATION 11/22/07 FAX: 239-455-5044(FL) It DESCRIPTION OFi..WORK _ COST ,. WE HEREBY PROPOSE TO SUPPL1r THE MATERIAL AND PERFORM THE LABOR NECESSARY IFOR THE FOLLOWING SCOPE OF WORK. 1) ERECT STAGING TO ACCESS AREAS. REMOVE EXISTING ROOF SHINGLES AND PROPERLY DISPOSE OF. 3) INSTALL NEW ICE AND WATER SHIELD (HEAT RESISTANT) TO ALL AREAS EXPOSED. 4) INSTALL NEW ROSEN PAPER OVER AREAS. (TO HELP PROTECT FROM HEAT DAMAGE.) 15) INSTALL NEW ALUMINUM TRIM TO ACCEPT NEW CEDAR IMPRESSIONS. 5) INSTALL NEW VINYL CEDAR IMPRESSION SIDING. (TO MATCH HER SIDING.) 7) INSTALL NEW 1"X 8" COMPOSITE TRIM AT ALL CORNERS T 'R4OUT CEDAR IMPRESSION SIDING. '8) FABRICATE AND INSTALL NEW ALUMINUM BASE FLASHING AT SIDE\NAL TO ROOF 87,950.00 CONNECTIONS. \ NOTE: AS THERE WILL BE A FAIR AMOUNT OF DEBRIS THE A ILL EED T E CORDON TOFF. -NOTE: PLEASE ALLOW ACCESS FOR MEN AND EQUIPMENT. NOTE: THE PREMISES WILL BE CLEANED AND LEFT IN AN ORDER Y CO DITION. NOTE:ANY QUESTIONS OR CONCERNS ABOUT THIS PROPOSAL PL CALL. PAYMENT TERMS: $20,950.00 UPON SIGNING OF PROPOSAL, $30,000.00 UPON START OF JOB, $30,000.00 HALFWAY THROUGH JOB, $7,000.00 UPON COMPLETION OF JOB. i I• i We propose hereby to furnish material and labor-complete in accordance with the above specifications. TOTA 87 950.00 All material is guaranteed to be as specked. All work to be completed in a workmanlike manner according to standard practices. + Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become " an extra charge over and above the estimate. All agreements contingent upon strikes,accidents ordelays beyond our control. Ownerto carry fire,tornado and other necessary insurance. Ourworkers are fully covered by Workmen's Compensation Insurance. "NOTE:PLEASE BE ADVISED THAT ANTHO NY'S CONSTR.&ROOFING HAS CHANGED THEIR PROPOSAL AND ACCEPTANCE,SEE BELOW. Authoriz Signature ACCEPTANCE OF PROPOSAL Signature / f The above-prices,specifications and conditions are satisfactory and hereby print accepted. You are authorized to do the work as specified.Payment will be made as outlined,and Date of Acceptance 1 1/2%per month service charge will be added to balances after 30 days upo completion of job. (PLEASE SIGN ONE PROPOSAL AND;MAIL BACK)-',,: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 40 `Parcel 7.0 Application# Health Division Conservation Division Permit# Tax Collector Date I/ssue 2 Treasurer WIF ® s� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board -r1 -6 Historic-OKH Preservation/Hyannis 4( I, a (� Project Street Address LIA e-2 R Village H v uno`S kki L4 LLC Owner Address 3 5 S c �� 2 G V4Z._ Telephone Permit Request Qe - bIsro�:� 6o nn` I-T*Ck)l e way. �• 5i�� [ N es-r �- Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation I ko � S 1 00 Construction Type �'� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure /g?p Historic House: ❑Yes Pif No On Old King's Highway: ❑Yes 9j No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) i Number of Baths: Full:existing new Half:existing 1 new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 4 Yes1 l No If yes, site plan review# Current Use rAo Proposed Use BUILDER INFORMATION - Name %APT `> C o wS Jh, ` o Telephone Number �- 3 3 7— 07�� /7-2/f Address e GSA s{` Ck u� {�. License# G a 1 Home Improvement Contractor# 1 3 5- 3�Z Worker's Compensation# W c 7 q Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 2p,XC6 n DATE SIGNATURE t�. J w r` FOR OFFICIAL USE ONLY 'II 1 PERMIT NO. x DATE ISSUED MAP/PARCEL NO. i 1 m ADDRESS VILLAGE, i OWNER ' DATE OF INSPECTION: ro P- yy FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL i - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. From:Steve Tallent'At:NorthStar Insurance Services.,Inc FaxID:NorthStar Insurance To:Building Division Date: 11/29/2007 01:04 PM'Page:2 of 2 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID S DATE(MM/DD/YYYY) .: ANTHO-1 71 11/29/07 ` PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:.781-431-6134 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: * American Home Assurance Co INSURER B: National Grange Mutual Ins. Cc 14788 Anthony' s Construction & Roofing Corp INSURER C: First Financial Insurance Co. 142 East St.—Cn-it A INSURER D: Arbella Protection Insurance Weymouth MA 02189 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY - - EACH OCCURRENCE $ 1,000,000 - C X COMMERCIAL GENERAL LIABILITY 647F000038 04/09/07 04/09/08 PREMISES(Eaoccurence) - $ 100,000 CLAIMS MADE � OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE ;-s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY 7PRO- JECT LOB= Emp Ben. 1M/3M AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ D ANY AUTO 78543400002 04/09/07 04/09/08 (Ea accident) ALL OWNED AUTOS BODILY INJURY $25O 000 X SCHEDULED AUTOS (Per person) i X HIRED AUTOS - BODILY INJURY $5O0 000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ 100000 (Per accident) i GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ - OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ - $ WORKERS COMPENSATION AND X TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE EMPLOYERS'LIAB WC8949527 07/18/07 07/18/08 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 106,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER B Leased .Equipment MSB99779 04/09/07 04/09/08 Eq uipment 160,000 deductibl 250 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS I�j ) CERTIFICATE HOLDER CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED_BEFOREiTHE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAV IR TO MAIL FT 0 •DAYS WRITTEN Towel Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Building Division ` ra- -2 0 0 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPeON THE INSURER,ITSFl1GENTS OR Hyannis MA 02601 REPRESENTATIVES. 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"�� :r�,'$ '.,.+:rz,..,} , ..,,. :.. �.Y P.�..,,r�. � <x:�k.-'•q"r, a q� ,�' ,$" :r�.,,.:. ,N� r;,� i$'.'. ,a.. ase'. �.+ a .a ». _ �" ,. :..«:,+,,.y,.3•, ..s, .. ,.et+r,." :a„ 't;,:.> °'`a^'.t,' A sri�" �• 4'� r..,, „: :, • ..--�=e��S`., .::�. »� ;; i"' � ...r ,. .:'�"" :,,. .. .r .- .� :. a :. n ::. ::- €.. ::. ... _x:4` G...,...? ... �- -f•"�`�+ *r r"r l .r 1°G: r_r .„ �`»' .... .. is a .. M k: M'... s � ,. Fi i, .. ,*... ."'� . u: .• ..+^+�. ::br. r. :. .fin".. . :r^,.. ,. �, ,.. a€: a-,,.:d,�.r, er �. ,'"�r• 6..:.. a ? �+:,'�w. �'��"r °�,,.-r.�&Y.'^=M+,^.: .f«,. �� 1.-.. ,,�., .�«,FD+F"um ,,•,.. a..�C:::s �' °� aRa e. 't:..>�w„I` ::. '�> r'a-� ': "}°�a.,,....s",3 •.,,r.->.. .r�". i�.s�,.:�N. � a..r. .r"�»r.a.,�.... �'" .,. ..r_. ,. r ..� .•t a�,""° a. k�ir , .,�'+a.. ,+ S..r., 2. .• x." .•.«...,.,. _ �. .... N" _r^;�.r�w"°rr. yy +�a..._w.. -�,c:.: d..". .n..�" rti: .. ...: .w�� ...,. ......?r�xFYc: ... �.°i,c-., ,:s*��'_. r..,t, ..i.•r;+:`%x+�N�r•. 5+'�''"M* .r<�-'""e°'"„rz".�: >pa . .;ar,+�..t'a�s' `"M..w 're...,,ai+w.-a ��:.,� ..r_ .. ."�J. :. Yk„�� ,_...,._.,.- .ta.,�_-.��. r��.�S ,,�_ +:�.� .r�' y�y':,�. .rr�.,, � �'��. - r xr t�: e 2+. ...eem .C. �. s•.wz„_ - ::.rr .� �.^c The Commonwealth of Massachusetts '�P®R?, Department of Industrial Accident�FSSMo SEPARATE PERMIT Is REQUIRE �� c O ce o Investi ations PERFORMED BY - FIRE ALARM IN^^THE IN T�LLATION Of f g BY THE FIRE , ` 600 Washington Street PESAVTSMEAVAILABLDEPARTMENTHAVING URIS DICTION. AREwd Boston,MA 02111 T•,HYANNIS,T AAINS 4M, WOw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A_pnlicant Information 1 \ O .Please Print Legibly Name(Business/Organization/Individual): �11J Tt+�! ' V`) /c Tl S� t /�rr� \Nc, (D✓ •Address: 1 y � 2 c. City/State/Zip: W Wl VA Phone.#: �� 3.3� I��� LG 12-71 y/4l°7 Are you an employer?Check the appropriate bog: :Type of project(required):, 1.0.I am a employer with_//� 4. ❑ I am a general contractor and I * • have hired the sub-contractors 6• []New construction . employees(full and/or part-time). 7• Remodeling 2.❑ I am a'sole proprietor or.partner- listed on the'attached sheet ❑ g ship and have no employees These sub-contractors have g• ❑Demolition employees and have workers' 'working for me in any capacity. 9. ❑Building addition o workers' coin insurance comp.insurance.$' [N l? 10.❑Electrical repairs or additions required.] 5. [] We are a corporation and its 3.❑ I am a homeowner doing all work . officers have exercised their 11.[]Plumbing repairs or additions ' right of exemption per MGL myself,[No workers comp. 12.[]Roof repairs insurance.required.]t c. 152, §es. [ and or have no 13.0❑Other employees. [No workers' - . comp,insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached sn additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.poidy number. I am an employer that is providing workers'compensation insurance far my employees. Below is.the policy and job site' information. Q Insurance Company Name,, Policy#or Self-ins.Lic.#: w L � � Expiration Date: Job Site Address: 5 SC 4 G�e City/State/Zip: H wtl A,to i Attach a copy of the workers' compensation policy declaration pave'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the 1)U for insurance cover; a verification. I do hereby c rtify under th pains•and penalties of perjury that the information provided above is true and correct. Si afore: Date: Phone#: Official use only. Do not write in this area, to be completed by,city or town offcial, City or Town: Permit/Licen11 se# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5•Plumbing Inspector, 6. Other Contact Person: Phone#: Town of Barnstable Geographic Information System November 29,2007 F 01290111 309149 _308158 -- 308170 ^^" .� #31 a' #43 6 -#45�.�.1,.----F-^'---^---�'#67" 290102CND# 290099 308144 1 307085 307084 LEI` #775 #749 }A 30708� r!'# — 307083'307082 #135 290100 3� �- #67 #45 -t#37' y#21 �#�1655 290101001 #41 �Q� _ �� L 307086 307075 307076 0 #125 p 307088 #53 #44- 32'- w= �Q� #64' 307070. �y0 307074 [] �GJ � * -a 307090;3070733070, #� �#35='1 #0 9B7 o66 '. /1 d ' t #86' s� 307065 �y #�~ "' 307072 F. 31048 #2 201 89042 00 �� r a 307091 #60 #125d .,., t 3#,135� n o 2ii9043 289045 q 3070.92 307057 1 n 43�1 #13 1# 7 #101 #118 289111 #100 #17 �307058 '' i i .gym #38 307059 #149- 289044 12 #149 r #78> 307093 307056 [ #32 r 289093003 #112: .#5 �:+ #1 307060- 289075 a 307050 #1 5 _ #31>11 #65*. 289093002 07232 '. 1 { 074 #1;5 � #89�112y 307055 1307051 7049 307048 -^289073 289093001 - #`50 #51 1{ #25 ##2t�3 t 289110 307204 #162 4 r#10 289113 '30727d Is ® 307275 367225 307044 #8�0�003 289076 #��, # # #27 ; '� #64 #63 #181 #165 299060004 _307276 o O 307224a Q #180'? 299167 28.9091 2 4138 #� #21 Q307216 307042 i #.1751 #7 289129 307277 307053 #196 - n 2l�128 h-" *,' 289094 #13 e#80 3 #81 #190 289077 289090 # !��#53 307036 307278 307217 307215 30703g E] 71�3 #183 #15 r 289114 } - 289095 r 289101 #,64 #0 #5 #107 #90 r #149 307029 299078 289089 #18 # r a 9 r >_•- 034� t 8-5 3070 30718289139001 4307s0 7 95 #25" ' 3 0 100 #80 #116 a 24 #138916289079 289088 170 -0-L 205 # #3q751 2M39002 307 2891�#82 307230 7200 307019 307020 28900r289087 g # 1"1ZB131 # 26911B a 30 #32 0 #2 # 1 7 #42 #28 # #93;�{ 289115 '289081 289086 #96' #12 #227 #551 289127 289119002 0 307016[ ` :307012 307011 307010 .�. #54 289120 #31 #75�' 307245€4 '# — 035 #197 289095 S3 219099 289122 #23 307231 #64 289097 0 Q307009 #78 #108 289119001 #0 S 289096 tT# 1 307244 307005 307246 307006 #xn, W.#253 ♦289084 #48' � 2891130. #31 #84 #74 ra a #54a #44 #40' a 289123 #21.� 307008 #?J' KWD �Ate` zes102 #1180 --#259 1rE�i� 289164 288142 307243 307236 307235 307234 307003 r r- 289103 .#65 r #121' 288145 _ 032 #0 #72 #60 #52 #32 P✓ 307002 8 2891043'#55- �' "a ,j---V r-#130(Q,288144 - - #20 289105 #41 C o ,i ;289109 ti i#'14 288166 306230 �7�7 307238 307239 307241 307242 93 �#3�106 ,2�107 � #125 s 289155 `0 #9r' #83®#71 #61 #41- #2g 1 2891 #30 t #18' #142) '#41=' c 288168 288165 #42pp _ 268157 q#67 4 306079 0 F"2288D73,2880� `.#�071 288070 288 4 #3913 #79 57 306231 d _�� #6 �6 #154 306073 0 306075 306076 3T077001 - #41 #29,E c.ts �� - #88 #66 1#50 k,' DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:289 Parcel:110 Selected Parcel ® N boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:STARWOOD HYANNIS REALTY LLC Total Assessed Value:$13239600 1"=100'may not meet established map accuracy standards. The parcel lines on this map -- are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:54.54 acres Abutters boundaries and do not represent accurate relationships to physical features on the map '/ Location:35 SCUDDER AVENUE Buffer ' ` such as building locations.. ,,�i�, V �p tam se io,s peN`81y81 B GoSVttVot� GS n i.14e��,y 111312009. � . t4 ( •�Xp�tatl ,�OQl, NPNO��Ft Board, �—'��x�kz 't uildig Ret;nlati ns and Standards ?} HOME P_ROVE `. Regist MR` MENT CONTRACTOi� tion: 133534 Exp iration ? 7/6/2009 `+ AN c { Type Private Cor Try 130638 HONY'S CO Poration GARY NSA' UCTION&`ROOFING CORP:_ ANTHONY,t, ri. 142 EAST STREET;:bNIT qy. E. WEYMOUTH 89, MA 62.1 " �' �, Administrator ' PROPOSAL AND ACCEPTANCE -J� HON'T6 CONSTR. & ROOFING CORP FULLY LICENSED &INSURED 142 EAST yrRFET, UNIT A MA P.EG#133534 1583 LICENSE#CS-081581& CS-( 8 WEyMOUTH, MA 02189, PROPOSAL DATE: Oct 23, 2007 PHONE: FAX: PROPOSAL* REN-SHIN-08 781-337-1261 781-335-0061 PAGE: 1 PROPOSAL TO: WORK PERFORMED AT: RENOVATION'S UNLIMITED, INC. SHERATON, HYANNIS '121 BRAMPTON LANE FRONT ROOM BUILDINGS NAPLES, FL 34104 ALL SHINGLE ROOF AREAS CONTACT: BOB COMPAGNONE CUSTOMER ID GOOD THRU PHONE: 239-571-7550(C) RENOVATION 1 11/22107 FAX 239-455-5044(FL) DESCRIPTION OF WORK COST W E HEREBY -PROPOSE-T---O- SUPPLY-- - -T--H-E--M--A"T,-E—R--1-A-L---A,-N-D---P-E----R--F--,O--R--M-- -T*--H,---E LABOR NECESSARY IFOR THE FOLLOWING SCOPE OF WORK. 11) REMOVE EXISTING ROOF SHINGLES AND PROPERLY DISPOSE OF. 2) RENAIL ALL LOOSE BOARDS AND REPLACE ROTTED WOOD DECKING WITH NEW WOOD AT A COST OF $4.75, PER BOARD FOOT AND $3.50, PER SQUARE FOOT OF PLYWOOD. 31' INSTALL NEW ICE AND WATER SHIELD OVER ALL ROOF AREAS. .4) INSTALL NEW DRIP EDGE AT ALL PERIMETER EDGES. ;5) INSTALL NEW 30-YEAR CLASS A CERTAINTEED ROOF SHINGLES. 6) BACK FLASH ALL EXISTING ROOF PENETRATIONS TO MANUFACTURERS SPECIFICATION. 118,845.00 NOTE- REPAIR ALL BROKEN VENT HOODS AND REP CE HIGH HATS. TE: PLEASE ALLOW ACCESS FOR MEN AND EQUIP "T. *OTE, THE PREMISES WILL BE CLEANED AND L T IN N'` ERLY CONDITION. IT 'NOTE: TARP ALL AREAS, WHERE SHINGLE: REM 1)0 E FW -D TO PROTECT AGAINST DAMAGE. NOTE: GUTTERS AND DOWNSPOUTS WILL BE CLEAZNEb�jO T OF ANY ROOFING DEBRIS. NOTE: PLEASE REMOVE OR COVER ANY VALUABLES IN TTIC, AS WE ARE NOT RESPONSIBLE. NOTE, A MAGNETIC NAIL SEARCH PERFORMED AT F JOB. INOTE: ANY QUESTIONS OR CONCERNS ABOUT THIS PROPOSAL PLEASE CALL. PAYMENT TERMS' $18,845.00 UPON SIGNING OF PROPOSAL, $45,000.00 UPON START OF JOB, ,$45,000.00 HALFWAY THROUGH JOB, $10,000.00 UPON COMPLETION OF JOB. ...... 1a 6cowdance wkh-th e- above sv--ecirca-66 n-s. TOTAL. Wepr'oposehe--re-b--yt-o�l.urri;-�lir�ai�-r-, izi6a?'-a'6& 66mpioe in ;118,845.00 ' All material is guaranteed to be as specified, All work to be completed in a workmaniike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and wil!become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tomado and other necessary insurance our workers are fully covered by Workmen's Compensation insurance. **NOTE:PLEASE BEADVISED THAT ANTHONY'S CONS*M.&ROOFING HAS CHANGED THEIR Auth d mature 0 3A,A ACCEPTANCE,*CE-PTA CE FPRO iSignature '...ve prices. speafrcaiions and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified.Payment will be Print Name made as outlined,and IDate of Acceptance 1 1/2%per month service charge will be added to balances after 30 days upon completion ofjob. 1 (PLEASE SIGN ONE PROPOSAL AND MAIL BACK) ACCEPTANCE PROPOS Al�'HOI� r CONSTR. & Mo- OFING COS FULLYRE #133534 � s � 142 EAST STREET, UNIT A LI iNSE#3358 I.�CEY�;� C S-08 158 1 & 09 1583 WEYMOUTH, MA 02189 PROPOSAL DATE: Oct 23, 2007 PHONE: FAX: PROPOSAL REN- +eSlON-03 781-337-1261 781-335-0061 PROPOSAL TO: WORK PERFORMED AT: RENOVATION'S UNLIMITED, INC- SHERATON, HYANNIS 121 BRAMPTON LANE FRONT HANDICAP RAMP NAPLES, FL 34104 CONTACT: BOB COMPAGNONE SR. ! CUSTOMER la ',GOOD THRU PHONE: 239-571-7550(C) RENOVATION 1//22107 ,- - -- FAX:...239-455-5444(FL)--...._ ..- ._—_. - — DESCRIPTION OF WORK COST WE HEREBY PROPOSE TO SUPPLY THE MATERIAL AND PERFORM THE LABOR NECESSARY 'FOR THE FOLLOWING SCOPE OF WORK. 1) REMOVE EXISTING HAND RAILS AND DEMO EXISTING CONCRETE RAMP AND PROPERLY i DISPOSE OF. '2) PREPARE EXCAVATED AREA UNDER OLD RAMP, CRUSH STONE REBAR ETC. , 3) CONSTRUCT NEW FORMS TO SLOPE 1" IN 12"TO CORRECT EXISTING SLOPE. 4) POUR NEW 3000 PSI CONCRETE INTO NEW FORMS. ,5) INSTALL NEW HANDRAIL TO MA CODE (TO BE CONSTRUCTE FROM TUBE STEEL.) 6) PAINT RAIL SYSTEM TO MATCH EXISTING COLOR S-OHEME. INSTALL NEW HALF REAL STONE TO HANDICAP R MPP WALL AN) -ORNER OF CARPORT 36,625.00 BALLROOM. I � I`,POTE: PLEASE ALLOW ACCESS FOR MEN AND EQUIP�OENT. NOTE: THE PREMISES WILL BE CLEANED AND LEFT IN )1N O DERLY CONDITION. ;NOTE: ANY QUESTIONS OR CONCERNS ABOUT THIS PRSAI. PLEASE CALL. j ;PAYMENT TERMS: $8,625.00 UPON SIGNING OF PROPOSAL, $13,000.00 UPON START OF JOB, _ $7,500.00 HALFWAY THROUGH JOB, $7,500.00 UPON COMPLETION OF JOB- ' i i • i - L We propose hereby to fuinish ma feria/and labor-complete in a coot rlance with the above specs ice.sons. TOTAL 36,625.00,I Ail material s guaranteed to be as specified. A'I work to be completed in a workmanlike manner according to standard practices Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate, All agreements contingent upon strikes,accidents or delays beyond our control. Ownerto carry fire,tomAdc and other necessary insurance. Our workers are fully covered by Workmen's Compensation insur4nce. . —NOTE:PLEASE BE ADVISED THAT ANTHONY('S CONSTR.&ROOFING HAS CHANGED THEIR Auttiorizgd nature OPOSAL AND ACCEPTANCE,SEE BELOW. _ CCEPTANCE OF PROPOSAL ;Signature The above prices..specifications and conditions are satisfactory and hereby + yre accepted You are authorized to do the work as specified.Payment will be Print Name r 7y made as outlined,and :Date of Acceptance 1 1;2'/o psi month service charge will be added to balances after 30 days upon PLEASE SIGN ONE PROPOSAL AND MAIL BACK) completion of job. FIRE DOOR COUNT 1001S 5 doors with rated frame slab only needed 3 - 6'smoke doors not rated 1 hall door not rated by laundry r 200's 5 doors with rated frame slab only needed 3 6' smoke doors not rated 1 hall door not rated by laundry 300's All doors need to be replaced: 4 — 6' smoke doors 4 — 42" fire doors in halls 400's All doors need to be replaced: 4 — 6' smoke doors 5 — 42",fire doors in hall Bass River Kitchen All doors have rated frames with the exception being the back entrance: 3 — 6' double door slabs 2 - 42' passage doors 1 — 6'double door Main Kitchen 3 doors and frames need to be replaced ED A^�C No. 4467 BOS`r �-- I1 --MTL,C, D o � } _- _ i Daniel Architects Inc 2 Summer St., Suite 5 Natick, MA 01760 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel `� c7 Application# o260 Health Division Conservation Division Permit# Tax Collector Date Issued' Treasurer Application Fee l 0 Planning Dept. Permit Fee` 1,L-f b Date Definitive Plan Approved by Planning Board �. Historic-OKH Preservation/Hyannis Project Street Address �- Village Owners''�`��-vJ �� c� �� (L t i. C- Address TO G-D .Sc,OfS - Telephone (.07 7 7 7 o f A Permit Request �� — l -L k A Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. " welling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of /Appeals Authorization ❑ Appeal# Recorded❑ Commercial J Yes ❑No ---If yes, site plan.review# Current Use Proposed Use BUILDER INFORMATION Name IS -ems . Telephone Number Address n License# C 3 �f Home Improvement Contractor# Worker's Compensation# 10 1 f c�I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE As FOR OFFICIAL USE ONLY 7 PERMIT NO. a DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE ' OWNER s DATE OF INSPECTION: FOUNDATION FRAME € s INSULATION s FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i 1 i DATE CLOSED OUT i ASSOCIATION PLAN NO'. `'t y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' + d 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ; Applicant Information Please Print Legibly Name(Business/Organization/Individual): S� �.�_ ems—i �� Address• n City/State/Zip:, ,, ,,A G,- - 3 Phone#: �a Are y an employer?Check the appropriate box: Type of project(required):. 1. I am a with employer a• 4. ❑ I am a general contractor and I 6. El New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P n' 9. ❑Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no n employees. [No workers' 13.[Other ;4i comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: �' Expiration Date: < C> Job Site Address: 3 L e o it �� City/State/Zip: � .Attach a copy of the workers' compensation policy declaration page(showing the policy number nd expiration date)? aa Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemerit may be forwarded to the Office of Investijzations of the DIA for ins ance coverage verification. I do hereby ce ify r the i s and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the rece tee of an individual�partnership�association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions i please do not hesitate to give us a call. The Department's address,telephone-and fax number: The:Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS SAFE Fax##617-727-7749 Revised 11-22-06 www.mass.gov/dia ' e Board of Building Regula ions and Standards _ One Ashburton Place - Room 1301 z 0 co Boston. Massachusetts 02109 co g s Home Improvement Contractor Re istration jr Registration: 108642 F a rporation Expiration: 8/20/2008 9 5 o o � BENABBY INC/ DISASTER SPECIALIST > > RICHARD LENNOX- Box 480 .S Sandwich, MA 02563 42 U m z �, Z. Update Address"and return card.Mark reason for change. O o DPS•CA1 iS 50M-04/05-PC8698 Address Renewal Employment Lost Card K. � Z J 0 Q ate. OY= 1 FyN k t' a a - ! f g :�..q � ;>`"t re ..; t�`� � .. t �:�.�.. s v"y::. ;?Y h "-� r +�.:x i .�::5 r• �,.,"� ,.:� �,`»` �. %,,yvX jf. , •:�. {, k;l ^ �":.�....:�""�m ' .+a,F-;:.•.r: „E cw...�-R .,snrr�3.�..', i.5 �.�r.,a:- #. .. ,,...�u,.««'v ,�, .n .e�a,. .,..,. .. ,�K ..T.�.,�wzai< .r;. :. O7 02 52pm From SOUTHEASTERN INSURANCE AGENCY; 508 7900557 T 65T' P.0)/0) F-234 r # C�R't`IFIGi�TE�OF IABIL,1 I Y IN ur��, m.,C uc/u�/cuvl $ k 3 c1 R (•508)997 6061 FAx C508)g90 273Y THIS CERTIFICATE IS ISSUED AS A MATT OF INFFICATE O ONLY AND CONFERS NO RIGHTS UPON T E CERTIFICATE ulheaste►n Ttsurance Agehcy, Inc HOLDER.THIS CERTIFICATE DOES NOT A END,EXTEND OR g ALTER THE COVERAGE AFFORDED BY T POLICIES BELOW. 439 State Rd 3g ; P tom'BOx_79398 f r4 INSURERS AFFORDING COVERAGE NAIC N. Dartmoulh,r MA 02747 INSURER/a Arbella Protection Insura ce IwsuaFDBenaE,bY INSURERe: Liberty;Insurance DBA Dlsaster�Spec�alists INSURERC: §� $tIX 48{} INSURER D f Sandlraich,;zMA'02563 INSURER rx ERIOD TFiE PQf 1CIE°£OF INSURANCE LISTE(j t3ELOW HAV�B N 10 OTHER pQCUM NAMED RFSPECT TO WHICH THIR THE S OVE FO C@RTIFND'TE MAY BE ISSUED1 OR DING ANY REQUIREaMENT TERM OR CONDITION UF.ANY ;NM1Y PEF141N THE=!NSUttnN.CE,AFFORDED BY THE PO 'PER HEREIN IS SUBJECT TO ALL'THE TERMS,EXCi USIONS Nt)CONDITIONS OF SUCH ?(OLiCIES AGGREGATE LIMtYS SHOWN MAY HAVE BEEN REOU6ED 6Y PAID CLAIMS. POLICY EFFfGT�E' ppLICY EXPIRATION LIMITS IN6Rs TYPE OF INZaXIRANGE POLICY NUMBER 1 000,00 ......... =— $500032800'Ol/Ol/200T 01/Ol/2008 EACH occuRRtENc ...._.._ a.. GEWEi(ALLI{(81LITY DAMAGE TO RENT $ 100,000 X t OMMEr2CIAL GENERAL LIABILITY MED EXP(Any ono preOnl $ 10,00 cl Ain s MADE �}C OCCUR PERSONAL B ADV t JURY $ 1,000,0001 A F GENERAL AGGRE TE s 2,OOO.00 <._ PaoDucTs-cot++ P AGG � 2,000.000 GENT AGGREGATE LIMi APPUES PER:. r a I OUCY JECT £ LOC COM81NE0 SING LIMIT $ �� AuroraoslLE L1A61uTY' 84716400002 Ol/Ol/2007 Ol/Ol/2008 lEa accident) 1.000 OO '� iJ�Y AUTO BOO INJURY $ k lLLO'"11IED AUTOS (Per Portion) X gCHEDULED auTos A;_ gOOILY INJURY $ Uv X iII:EDAUTOS (per a¢dent) X NON-OWNED AUTOS PROPERTY OAMA E x (Per acxaCenq 3 AUTO ONLY•EA 'CIDENT S (U►RAGELIASILITY EA ACC $ OTHER THAN ANY AUTO AUTO ONLY: _ AGG S 4600032805 01/01/2007 01/01/2009 EACHOCCURRE FE s 1,000,00 r7CCcSS1UMBRELLA LIA<31LItY AGGREGATE $ occuR - ,Q CLAIMS MADE::,: $ 1,000,00 A $ OEAUC718LE $ RETENTION 5 WC STATU• OTH- WORKERE�.COMPENSATWNAND 9098140106 Ol/Ol/2007 01/Ol/2008 R.I. EACH ACCIO NT $ Soo 000 ,EMPLoySRs,LIAMUTY , A ANY PROI•RIETORIPARTNERIEXECUINE E.LDISEASE-E EMPLOYE $ S0O.O0 OFFICERIMEMNR EXCLUDED? ., I(ye��e•aera Tips�noer E.L.DISEASE•P UCY LIMIT S 500.00 SPECIAL PROVISIONS W*w TIENY1011S8416 11/22/2006 il/22/2007 $1,000, 00 per occurrence ntractors Pollution B iability` f. pESCFUPTION OF OPERATIONS/LOCATIONS!VE�(ICLES 1 EXCLUSIONS ADDED 9Y ENDORSEMENT I SPECIAL PROVISIONS Any and all operations perforated during, policy period _ GAH I C iC SHOULD ANY CIF T"e ASOVE DESCRIBED POLICIE6 E CANC2tlED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURE IMLL ENDEAVOR TO MAIL lO DAYS WRITTEN NOTICE To THE GERTIFIC:A E HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOS NO 09UGATION OR LIABILITY Town Of Yarmouth OF ANY KIND UPON THE INSURER ITS AGENTS OR EPR ESE NTATNES, 11146 Route 28 AVTHoa1ZED REPRESENTarIVE South Yarmouth, KA 02664 loan Martin _ ACORD CORPORATION 1981 ACORD 25(2001108) Apr 18 07 05:41a RPlorence 5081965704C6 P.1 CONTRACT See Reverse Side For The General Conoldons Of This Con"of At?Invoices Musi Reforance This C=?&acI_ PIZOJEC,.;O: PROJECT NAME, ui1d:L9.bhd -Are4d arnaps iri,Flre:1 Frre.Giamage LOCATION: :Four 6: int�by SheEaton I R rti: ...... Orr, esp, ADDRESS, MAC2B01 co ADDRESS* t . lz r OWNING LEGAL ENTITY: Stanvood Hotels and Resorts"Alordwide CONTRACT NUMBER" ADDRESS 1111 Y4e,stch aster A CONTRACT DATE: 3/30,20GT:F::.::. ADDRESS Whit--Plains,NY 10603 PACE k: I of 2 CCN7ACra NAME. CORTAC'r%PRIDNE#: CONTAcrs FA)(#,. CONTRACTOR'S NAME: T3Q!1.nz SaIIN, Shea ADDRESS 0 Box 480 Division Assistant Town OflRarnstabte ADDRESS VJanse asuah:Drvi :: Regulat"Services CONTACT!s,NAME; R rld'ak Flb*k*lce. men Ma/ Building Division ......... ..... CONTACrs PHONE 0- 568-888.1113.: 200 Moir.S066f,NYVInis,MA 02601 (509)862,4031 CONTACT's FAX Fax(608,1 790-6230 e-moil:&CIIY.st)90@IOW.IbarnsWbia.m0.La DATE OF COMMENCEMENT: ;G212067. DATE Of COMPLETION' TERMS OF PAYMENT: R.rwr 616w ...... THE WORK*IS CONTRACTED AS FOLLOWS: DESCRIPTION AMOUNT The Contra-,tor.or Its agents shall execute the entire wok described in the"Estimate'-Occurrent Itted RECSUB"(Exhibit A) ............ ...... ha Owner shal makewgress . yrnenls on account o'the Contract Sum to the Contractoas of this c-ontraO. S .......... ....... 25,COO,00 Pavebie up an dovt doo, and doo hardware onslall Si„ut 25,000.00 and cabine ................ ............. 215 W .00 ........... ....... ................ .......... ......................................... ........... ............ ...... .......................... .......... ........... ................. ......... .......................................................................... ............ ......................-...I.-I............................................................................­1.......................... .........%............. ......................... TOTAL CONTRACTAMOUN 5 164,139.34 Contracfor Stanwood Hot st�dwide'luc. SIGNAT URE: a SIGNATURE: 'r1TL=_/DA7E- T17LEIDA—E: ------------------- TOWN OF BARNSTABLE i . i BABBSTABLE, i 9° 1 yaY 9 o BUILDING INSPECTOR .�, a' APPLICATION FOR PERMIT TO ..... ......................................................... 6 .... (-„7„ /..... TYPE OF CONSTRUCTION .................... 77e,".4 ..........UAIZ,7 5...................................................... .......rl/�Jl .1r..................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................... ., ............. ay.10.OF.t. ..... 0111wr............................:..................................... ProposedUse ..................... ........................................................................................................................... Zoning District ............... Q, w1..�.............................Fire District ........:<T.....1.. /V ....?..................................... Gam. 4 Name of Owner. .:, ... .r. ... ,� .................Address ......... ....... ... ...vjPzry .. Name of Builder ..V✓7-R- -73VI C.......Address .. G p.?..... 1!��'....../!V.!... ..,............ Name of Architect *- fAV*ft1?,P ddress ............�..+�..4?7/ ....OWIV..& Number of Rooms ............... ...(r.......................................Foundation ......I I&< . .................................. Exterior .....a �Q/ ••• 4 .,..�.I ..........Roofing ........7 �.,� '1�� Floors A�wI > . .. .G�,C,�y�i , � ......Interior JG� (.� �.�/I�.�. Heating ..........)F. ...................................Plumbing .......C419R7�....�/7f3i/ IR&OV.. .f ....... ............. Fireplace /"'..................................................Approximate Cost .............le �/ v...c%. ............. Difinitive Plan Approved by Planning Board -------------------------------19-------- Diagram of Lot and Building with Dimensions is O ¢ �—, t� CL. ® ® z ¢e.J Q, LLI U U In r� �... L i � �. W O Ocn ¢ zcl� zw n � w w w 0 z CL Cr �C 4 Ld co hereby agree to conform .to all the Rules and Regulations of the "' n of Barnstable r gardin the above construction. F' Name ............................... ......................................... Gosman, A. D. No ..::1275 Permit for .... Hotel... Location ........ Scudder Ave. ......................................... ....................... annis...................................... Owner A. D. Gosman ..................................................... masonr & frame } Type of Construction ................. '....................... ................................................................................ Plot ................. ....... Lot ................................ t _ , Permit Granted ...,, November 28 19 69 Date of Inspection ....................................19 Date Completed ......l..�.—...�1..............19 76 PERMIT REFUSED._ I ................................................................ 19 cJ ............................................................................... ............................................. .. ........................ ............................................................................... f b ............................................................................... i Approved ............................................................................... ................................................ . ! 1 _W � _ _ C:1 �FtED ARC 5 ,y Q- No. 45 o BOST 0 Fro S Do ------------- � i _ - - _ - - µ - 2 Daniel Architects Inc -- - z 'Summer St., Suite SNatick, MA 0 176 0 .� ���� ��' �� S n 1 -- � T -: - _.. D ghcy No. �46 BOST o r: - d e � N e of ,_ � _ � ------------ 4>9 �a - -- - - - --- _ Daniel Architects Inc n c 2 Summer St., Suite 5 Natick, MA 01760 440 - N 2 J ft 0-0—or E 9. E 928000 19/l 66.S N 2: � O N 236000 •� 95l/i z'•s N j PNNP� O / St �° +q"t, O U 5 / , , O t UNK2­69- \ O ST \ g0282730 \\ N, 90 f MYva—y 2.0 �} f r°i, . t to t,�t X�Ze2329 UNK ,. q0 O 19/8 tp �r t cli fI n O D M N N O ' ivt Z ` O `' t2` I e O i7 v J N lD 10 9 (� �}v 2T.5cli v .. ro a, q 1\ .¢pEyS O W T W O G St W-69 ST �pq Q 902 0 Y7 v gp1e �j � � J t25a! CN St i 1 O 69tp i s :, E 928000 1 v E9. N 237200 COLONIAL GAS COMPANY ~° � .,.,.. . �° - .�...m °.o�•°� •� �•��� E 928000 N 236400 o zo ao 6o ao 100 FEET PLATE NUMBER N2 "'`°� �""'�" E 928000 - N 23 �7200 _ CAPE COD DIVISION .....�..°....'.'....�.'�"".ro..',..""."`..'."'°'.'^.,". scn�E ,~ = ao' r