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Home My WebLink AboutBLD-22-007475 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department ort r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 �,` Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 61.11,1,2„(202,425 Date Applied: _ C E , V E D i Building Official(Print Name) • Signature i U `2 7 2022 1 I 5 E SECTION 1:SITE INFORMATION s 1.1 Property Address: ',FLING YARrn+ r, 1.2 Assessors Map&ParceI Numbers , i S3 0 /of /7(ya t,);s i Y - 1.l a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required 1 Provided Required Provided Required Provided t 1.6 Water Supply:(M.G.L c.40,454) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 ()Avner'9f Recor , i►-s,/ ,J>e,✓_,0,, 77t-,v7ad�� 'io-P- / 711 A . • Name(Print) City,State,ZIP No.and Street Telephone Email d ---—11 SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apj iy)`,Ft� �y NI' 2 0 2043. is New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration{ts) (I Addition (ii— ' --.y Demolition 0 1 Accessory Bldg. 0 Number of Units Other 0 S eci , k�7 P fY:— —. Brief Description of Proposed Work2: a/%a r ei a,r, e R, _ SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building $ — I. Building Permit Fee:$ g 1 ;j Sd Indicate how fee is determined: 2.Electrical $ Y io d 11 Standard City/Town Application Fee 3.Plumbing $ 0 Total Project Costar Item 6)x multiplier x �.iGp 2. Other Fees: $ 4.Mechanical (HVAC) $ ,2 fa o List DODO ( /►nti, 5.Mechanical (Fire (/�°''►) .t(� _Suppression) $ Total All Fees:$ - 'N 'V Check No. Check Amount: Cash Amount: ( ` 6.Total Project Cost: $ �� lcr '&0 " ❑Paid in Full Lit Outstanding Balance Due:A-L _____ SECTION 5: CONSTRUCTION SERVICES Si. Construction Supervisor License(CSL) ` C3-c935.7 l/ SS.703 � z/a3 Vee-q/2+ /re-_,pir odds License Number Expiration Date Name of C 1.Holder / ,e;;a,c,/,.,„.,.., 4_4 , List CSL Type(see below) No,and Street Type Description 4-44, /J/f�Q. Q 17 V 9 U Unrestricted(Buildings up to 35,000 Cu.ft.) City/Town,State,ZIP R Restricted l&2 Family Dwelling M Masonry • RC ( Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 77er-.2 YS'-/.2Oy Cc p,Ia f(/4, , ej474e.6„y I Insulation Telephone Email addr 's D Demolition . 5.2 Registered Home Improvement Contractor(HIC) C�iro ��i�o% s�es� Zi C.- ilii 8S yiZ/zZ HIC Cor .any Name or IBC Registrant Nellie HIC Registration Number Expiration Date / 4 /ti c 4/lala q vie. /i No.and Street ✓ y y U/-6 L u,�p7 t h Q ? Q 4.uc.„et,tfd foes /AA . 6/ Tri f 17Y-.25'.1-420,y EmWad ad rens City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ❑ No El SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby au ..rite to act on my behalf,in all matters relative ."work authorized by this building permit application. id 1 J fr w-.4 k - ,r.i. 5 i,7 7 '/e 0:2 4 Print Owner's Name(Electronic Si•.ature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print I er's or Authorized Agent's Name(Electronic Signature) �" ' Date ate L NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will fast have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at www.anass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) Gross living area(sq.ft) (including garage,finished basement/attics,decks or porch) Number of fireplaces Habitable room count Number of bathrooms Number of bedrooms Type of heating system Number of half/baths Type of cooling system Number of decks/porches Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" � The Commonwealth of Massachusetts tt=_*°�4W_— t Department oflndustrialAccidents u :�:= 1 Congress Street, Suite 100 • "= Boston,MA 02114-2017 �:.4 Workers' www.mass.aov/dia Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lezibly Name (Business/Organization/Individual): Z•c•r-d S f/o/ V Address: / a �Pc4� a /ojty vDil!. fin, 4 ref #e V.1 • City/State/Zip: l-4.91..re4 ,47,4 o f l y y Phone#: 5 6 f - (fg o —J.-SrS 2 Are you aemployer?Check the appropriate box: Type of project(required): 1. lam a employer with / _employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. emodelin' 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t Q Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10 ❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. l 1.0 Electrical repairs or additions 5.Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet 12.0 Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.t 13.D Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per,MGL c. I4.Q Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box Al 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 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: r1-4 F r ,-4„,,o,.." it?ei4C/ Policy i or Self-ins.Lic.4: Gv c c ,13o _S,.a r G ,L/ dad R Expiration Date: /.2 %.2/7.22 Job Site Address: iQ/�,l 4 4 44,i.j 4 City/State/Zip: yen rr?dr.4 perr*4 ./)140-- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sia Date: Phone 44: 32,/ — - tr — ,5-5!f_ 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#: o.T•Y TOWN OF YARMOUTH " � } Boz BUILDING DEPARTMENT O -,-°.r._•� 4.1 1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) 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 attached or detached structure assessory 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 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws, rules and regulations. The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves,please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Agent Owenerone: Agent h:homeownrlicexemp §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223E1 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 73 0/1 /7-11117/7 1 eci- Work Address Is to be disposed of oat the following location: /.,- ✓L'c 2 7/i--4-„n�'� /5";, a,7 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date Permit No. Sears, Tim From: Sears, Tim Sent: Tuesday, July 12, 2022 4:30 PM To: 'eurobuilding@yahoo.com' Subject: 83 Old Hyannis Sergio, I have reviewed your application and there are some items needed. 1. Certified plot plan showing setbacks to proposed construction — Mb"' 2. Roof covering does not appear to comply with Chapter 9 (section R904 R905) 3. 110mph checklist or stamped plans showing conformance to section R301.2.1.1 4. Heat Detector required in new garage bay 5. Railing post attachment details need to be shown on plan Please update your plans and submit for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,within 45 days of this notice. I imothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us 1 Sears, Tim From: Sears,Tim Sent: Tuesday,July 26, 2022 2:42 PM To: 'eurobuilding@yahoo.com' Subject: 83 Old Hyannis Rd Sergio, I ha reviewed your updated information and the plans stamped by the engineer are not designed per section R 1.2.1.1. ease review the design requirements of this section and update the plans.The code does not allow using chapter 6 of the IRC in high wind areas. Regards, l imothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailtoasears@varmouth.ma.us 1 Commonwealth of Massachusetts S Division of Professional Licensure Board of Building Regula-tions and Standards Constnjeti-84Lipprvisor CS-085303 Exl,pires: 011°;12023 SERGIO RESgNDES 1 FIELD STREAM LANE.,q • HUDSON MA #1749 itoapr • .-- • • Commissioner dadda f . BL64CLUX-, • )1/2/' 1.:rwinvivi/t,e9,9777.-/.1(y7. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE: Corporation RegLgrjon 148685 09/12/2022 EURO BUILDING & DESIGN INC. SERGIO RESENDES • 10 TECHNOLOGY DR. SUITE 40-366 HUDSON, MA 01749 Undersecretary .... . , , _.... . RECEIVED ,c-/-37-, ( sfr., TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH,MA 02664-4451 MAY 1 7 2022 -, ', Telephone(508)398-2231 Ext 1292-Fax(508)398-0835 yARlivi()OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE OLD KINGS HIGHWAY APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470 Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS PHOTOS,&SUPPLEME L INFORMATION. Check All Categories That Apply: Indicate type of B . ing: Commercial Residential 1)Exterior Buildin Construction: I I New Building Addition Iterations Reroof Garage 1:1Shed L.Solar Panels j [Other: 2)Exterior Painting Siding Shutters ri Doors rt":;Kint FlOther: 3)Signs/Bi(lboards: fl New Sign Change to Existing Sign 4)Miscellaneous Structures: LiFence Wall 1 'Flagpole I IPool Other: Please type or print legibly: Address of proposed work, sr..? 01 ot /4 ye4 0/2/V .494/ • Map/Lot# eri-/ • I. 3 Owner(s) Phone#. 5o g.-4,7 y 7- 7 fri All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address 7 61 A. hl , , _ ,.., Year built , _ ,..,>•— Email ofillobio4,7 too (..' ye?h Qó.ea Preferred notification method, __L',/' Phone n Email Agent/contractor er, o ,(9.,-s-e4 tie j Phone#. 7 751-o?Vr—/p24'V Mailing Address. /etd 5/c ea rm 14. ificleXil n M4 " e"7eKli Email e r 0 6 e-,,4/61/Ari g ett/44.00. egmP - - -i •. . •il iia• *Av.' al Phone E:j Email Description of Proposed Wefk: APPROVED JUN 1. 3 2022 1 YARMOUTH •La KINGS HIGHWAY Signed(Owner or agent) ..,-d t--77--- , ___ Date 0/2 2.. ---- - ---- ,, 101 wne jactrapproved actortagentis aware that a pemiit is required from the Building Department (Check other departmentsalso) approval is subject In a 10-day appeal period required by Pie Act , This certificate is good for one year from approval date or upon date of expiration of Building Permit.whichever date shall be later. -, All new construction will be subject to inspection by OKH OKH-approved plans MUST be available on-site for framing&final inspeoions For Committee use onl : /Approved Approved with Modifications _Denied Rcvd Date Reason for Denial_ — , ..... . Cash/DK ft Ch. Signed. Rcvd byLe4 5, -----,-- , , gaefgal A 'I g NIL 45 Days: VOLL —..._.......7 , Date Signed: 4 /3 2%, ., -411.Zr . ----- -------......„.. 1 APPLICATION#: GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: 6/7 Exposure(Not to exceed 18') CHIMNEY: Material/Color GUTTERS: Material/Color: ROOF: Material; A//7/9 Pitch(7/12 min) Height to Ridge. Color: SIDING: Material/Style: Front: 490 Oa t;( Sides/Rear: COLOR CHIPS ColorFront: gray Sides/Rear: TRIM: All windows&doors to he trimmed with: lx 4 1x5 (Circle one.) Material. Color: FIECEIVpri fr...161 DOORS Qty: Material, £54ei Color- 4./dao/ Woe , 7 -t 200 Style/Size(if not listed/shown on elevations): S YkiiitilOti t- OLP Hi Ht%VAY STORM DOORS: Qty: Material. Color GARAGE DOORS: Qty: Marl: Style; Color: WINDOWS:Qty/side: Front: Left: / Right Rear Color: Manufacturer/Series /11.9 Gt.0%)do Material Grilles(RequireaPattern(6/6,2/1,etc.) Grille Type: True Divided Lite: APPROVED' Snap-In: [-} Between Glass:_El Permanently Applied: FlExterior Interior YARmouTH STORM WINDOWS: Qty: Material: Color: JUN 1 3 2022 SHUTTERS: Mall: Style Paneled Louvered Color: OLD KING'S HIGHWAY SKYLIGHTS: Qty: Fixed Vented Size Color DECK: Size; /V-e27 Decking Mat'l: h Color; Railing Marl earn ,0 Style: gritEL._, Color. 11. 1'4• — WALLS/FENCES* (Max 6height): Height. Style: Color (Show running footage& location on plot plan.) 'Finished side of fence must face out from fenced in area UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style. Color Location(s). LIGHT POSTS: Oty: Material; Color. Location(s): • Additional information; 2-General APPLICATION# i , TOWN OF 1146 ROUTE 28,SOUTH YA1RMO[TI"H,MASSACHUSETTSuz -oast . `1 elephone( 3984231 Ext.1292 17111( )3984836 OLD KING'S HIGHWAY HISTORIC DISTRICT CO I `I : ,OW € 1/v: Y WAIVER OF 45-DAY DETERMINATION The applicant applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriatenessloemolitiora'xemptian may not be made within 45 days of the filing of such application. The applicant agrees' to extend the time frame within which a;determination is to be made as required by the Old King's Highway Regional Historic District Act. SECT ION 9 Meetings,Hearings, Time for Making£lelerminutions "As soon as convenient after such public hearing; but in any event within forty five (45) days after the filinof application. or within such further lime as the applicant shall allow in writing, the committee shall make a determination an the application." Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name(please print): .., ". L.r;pi+, `_ s" Applicant/Agent signature: Date: S'//77'....,04z e, APPROVED JUN2022 YARMOUTH OLD kli\IG'S HIGHWAY za Application#:. . 4 _ �s ri car L �M. ak Y v p u r ,, cis V1 r m A t t yrv, -Q�h n di3 E _ , oL KIN HIGHV'; °( P. ,�. r '1 x j -,f, 7 d .. ? " 4 e-A r ,d \,„,,,,,,_.„_ .....I„,.___N tri ) __ 1 —,,,.,,,_1 ,.,\t., en r4 it rso a sly 1 JUN 1 3 2022 Ct to A MAUI i CO „r OLD f ( I d1 VV t .: ._+ 00 Y { ..,.... - S p 1. ,-, In I 46 rev IFH �''? rri ( z _. . ,w al ( P.1 I-- 1 el 1 rvi , I r ` kge i% Y iI ''''• . ' •. . killikiii.o: —. ' 'b. ' - .--1—7' /,' ,44'.<0000t• • .i . • .. ' ; '''' . ,w 4(# y4� 3 Y 1 +\' ib ;. .. ,, 4� ¢ ,% — •. i et 46 '4. . '''', -,8 / i r f• 'Ill €: I • . €' 40)* /40,„,,,....,„ • . . :*.....41 " "/ W * • I 1 3 �'. ' = t z r g• it i a t .:. ' • /1., • ,,,e, . / ... ,I l $ ", / ,� i, , . , / E.....147:9 .' , '' . . . , �+ , / .cr .... ,. • / ,.. a'I ' ... t It. ;t i / t , /t ' • • , - / .„*. '...,:.' • / / , / - i/ / ,:io / <,. .‘i i 1 / / ' 1 1 s I fi, , . 10, 1.,,,,, ..::. ,.., ...., ..,/ :„. II 1,0,/,,,:l.•,,,11, ,,,,,11 II," ,„,- t to ! , ° I� t ° a ° , / •3° � F . • l';',°— #.°1.1 ' / f f # ' m % IIS ,,,,,,, " ; ' :, , , .. . • . .' . , , , , ,.. : ... . .. . . . • r g'11111141. ° /" 0°- / /if / / i 1 1 I I " '"" t- ' • `" ov..Y'►k .. ...,; , --" ' it TOWN OF YARMOUTH � � --'. � � HEALTH DEPARTMENT ' , PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: �1 O 1 4 A. r a/. Proposed Improvement: 444/4.f„ ? Jr-. eqg Ole., e 0t✓L Gvt , . Applicant: .�e,. 4s Tel. Na:_ 77 y—SYS= ?a•Y Address: / r'- .1-- n . 4/ `S ,re-- ,,,' Date Filed:___,.5-t5 /24_ **If you would like e-mail notification of sign off please provide e-mail address: Owner Name: n •7 acv.c„/q ,y Owner Address: �..7 0!cl I-21 Q n n;s • Owner Tel. No.: Ss°V-?YT- 7 fl d RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; For Septage Disposal and other Public Health Activities. i.e., Requirements Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line locati and septic system location; on, (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows, roofing; '(3•) If necessary, Title 5 applicationsigned by licensed installer ller with fee. REVIEWED BY: DATE: 5 `' Com-- LZ• COMMENTS/CONDITIONS: PLEASE NOTE I C g * a 111 —. " ♦ ♦ ♦ 1.11".• j.'1 , "1#r - 11, `"v , 1 ' ♦ s. , 11. 111, *..._ .._ ,,.% t 3QY� Cr91 „,A, : : s : : ` ms's ... '"1c N. '^.. �° ( "1 i E IAPPROVED . ,w`"r: `� - " ` m,,; ,� ` '+ sgyk• i a "... ?I 11,....j Vf$,..$3,,, 1!$14.3,1-.100,,4 No 1:05kLod 1,, \ i 11...111 '' "1.0114P INIMMINISE#011.1111 i1�1�r t $ I _ CJI! 1 �1111� I �.._ SERVICE NO. 2 "2" S''9 NAME :,) 6L,<0 tiyiriti STREET 0-,,-, ,0 VILLAGE Yli-4-440001CL n-4 riCe...I METER NO. G-' t I ' 2.,:".• 0 '7 t-).140,,11 e..N., I . . __,,.,......._ „,....• •••__,„........ • " ;;•,,,, L4 P144s-1it ,,e4 \ \ . ‘ \s, A P. ( / ; .... ,,,Q ,./ g, 7-E,-, /-6..- ..,- ,, . ... f) --7 z/ —TN -1,Y 1* S — '-'"•''.......ak ix c,„i 7.- Iffia ,,, ,----""' AC CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/16/22 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 have ADDITIONAL INSURED provisions or 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 endorsement(s). f PRODUCER CONrACT NAME: Lemire Insurance Agency,LLC PHONE 213 Main St.,Suite 1 lac.No.Ext): 978.568-8700 Fa,Na): 978-568-8702 E-MAIL PO Box 445 ADDRESS: coi@lemireins.com Hudson,MA 01749 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Merchants Insurance Group INSURED INSURER B: Concord Grouip Ins Euro Building&Design Inc INSURER c: A.I.M Mutual Insurance 10 Technology Drive,Suite 40#366 Hudson,MA 01749 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 AUULSUHK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE n OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 15,000— A BOPI092413 09/30/21 09/30/22 PERSONAL&ADV INJURY _ $ _ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 1 POLICY n PECOT- n LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) _ $ 1,000,000 BODILY INJURY(Per person) $ B OWNED SCHEDULED AUTOS ONLY AUTOS 20032321 10/14/21 10/14/22 BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY STATUTE C OFFICER/MEM ER EXCLUDED?ANY PROPRIETOR/PARTNER/EXECUTIVE YER ❑ N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) WCC500-5016761-2021A 12/21/21 12/21/22 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of South Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 South Yarmouth,MA 02664 AUTHORIZED REPR TAT ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Client: Date: 4/23/2022 Page 1 of 4 Project: Input by: a isDesign Address: Diwan Residence Job Name: DIWAN Tl 83 Old Hyannis Rd. Yarrrouthport.MA Project#: #DJ-01: Upper deck,Common Joist S-P-F#2 2.000"X 10.000"-PASSED Level:New 2nd Floor Deck 1 +au.+,vss,+�.... amu"'"- mi 1 SPF / 2 Hanger(LUS28) 14 h'1 1/2" 14' Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 Vertical 377 141 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 369 139 0 0 Deflection LL: 360 Load Sharing: Yes 0 Deflection TL: 240 Deck: 23/32 APA Rated Sturd- Importance: Normal-II I-FloorPlywood Nailed Temperature: Temp<=100°F and Glued General Load Ceiling: Gypsum 5/8" Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1-SPF 3.500" Vert 23% 141/377 519 L D+L Snow: 50 PSF 2- 5.500" Vert 46% 139/369 508 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1717 ft-lb 7'7/8" 1973 ft-lb 0.870(87%)Di-L L Shear 441 lb 131" 12491b 0.353(35%)D+L L LL Defl inch 0.217(L/757) 7'15/16" 0.456(1J360) 0.476(48%)L L TL Deft inch 0.298(L/550) 7'15/16" 0.684(L/240) 0.436(44%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1.25 Comments 1 Uniform 1-4-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Upper deck Manufacturer Into Philpot Corporation,Inc. 72 Heywood Rd.,MA USA 01564 PHI PL OT This design is valid until 11/3/2024 CORPORATION 1 21.80.417 Powered by iStructTM Dataset 21072908.3993 CSDIETIN Client: Date: 4/2312022 Page 2 of 4 Project: Input by: ° isDesign Address: Dieter,Residence Job Name: DI WAN airo 83 Old Hyannis Rd. Yarmouthpon,MA Project#: #DJ-01b: Upper deck,Common Joist S-P-F#2 2.000"X 10.000"-PASSED Level:New 2nd Floor Deck 91/4" en 1 SPF 2 Hanger(LUS28) 1 'If 14' 14' 74/1 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 Vertical 424 106 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 416 104 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: 23/32 APA Rated Sturd- Importance: Normal- I-FloorPlywood Nailed II and Glued Temperature: Temp<=100°F Ceiling: Gypsum 5/8" General Load Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1-SPF 3.500" Vett 24% 106/424 530 L D+L Snow: 50 PSF 2- 5.500" Vert 47% 104/416 520 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1756 ft-lb 77/8° 1973 ft-lb 0.890(89%)D+L L Shear 451 lb 1'3/4" 1249 lb 0.361(36%)D+L L LL Deft inch 0.259(L/634) 715/16" 0.456(U360) 0.568(57%)L L TL Deft inch 0.324(L/507) 7'15/16" 0.684(L/240) 0.473(47%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1.25 Comments 1 Uniform 1-0-0 15 PSF 60 PSF 0 PSF 0 PSF 0 PSF Upper deck Manufacturer Info Philpot Corporation,Inc. 72 Heywood Rd.,MA USA 01564 ;,........ ._ PHILPOT This design is valid until 11)3/2024 CORPORATION Version 21.80.417 Powered by&war.Dataset 21072908.3993 CSD I ES Client: Date: 4/23/2022 Page 3 of 4 KisDesign Project: Input by: Address: Oman Residence Job Name: DIWAN 83 Old Hyannis Rd. Yannouthport,MA Project#: #FB-01: Laundry Floor Edge Beam S-P-F#2 2.000"X 10.000" 2-Ply-PASSED Level:New 2nd Floor Deck 3 2 1 / ..,� ...__ , S, . . ._ ,',-.,..3.,.. _ ... a • .,_ , ,;-.3 3.'".33;!;;"'";,,„Z:;;:"'"---..7;,` )til( 9 1/4" ED 1 Hanger(LUS28-2) 2 SPF End Grain 82 } .1'3"8'2' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 647 869 606 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 660 887 619 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1- 3.500" Vert 57% 869/940 1809 L D+0.75(L+S) Snow: 50 PSF Hanger Analysis Results 2-SPF 3.500" Vert 41% 887/959 1846 L D+0.75(L+S) End Analysis Actual Location Mowed Capacity Comb. Case Grain Moment 3396 ft-lb 4'1/2" 3946 ft-lb 0.861(86%)D+0.75(L+S)L Unbraced 3396 ft-lb 4'1/2" 3886 ft-lb 0.874(87%)D+0.75(L+S)L Shear 1370 lb 11 3/4" 2872 lb 0.477(48%)D+0.75(L+S)L LL Deft inch 0.070(L/1343) 4'9/16" 0.260(U360) 0.268(27%)0.75(L+S) L TL Defl inch 0.134(L/698) 4'9/16" 0.390(L/240) 0.344(34%)D+0.75(L+S)L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Fill all hanger nailing holes. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at end bearings. 8 Bottom must be laterally braced at end bearings. 9 Lateral slenderness ratio based on full section width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1st Flr. 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Ext.Wall 3 Uniform 5-0-0 Top 15 PSF 0 PSF 30 PSF 0 PSF 0 PSF Roof&Cling Manufacturer Info Philpot Corporation,Inc. 72 Heywood Rd.,MA USA 01564 PHI PL OT This design is valid until 11/3/2024 CORPORATION Version 21.80.417 Powered by iStructTM Dataset:21072908.3993 CSD IDRAW W Client: Date: 4/23/2022 s Page 4 of 4 Project: Input by: isDesign Address: Divan Residence Job Name: DIWAN gramma. 83 ad Hyannis Rd. Yarmautnport,MA Project#: #FB-01: Laundry Floor Edge Beam S-P-F#2 2.000"X 10.000" 2-Ply-PASSED Level:New 2nd Floor Deck • • • °1-1 r� / 1(N .— M 91/4" • • • • • • • • r i / 1 Hanger(LUS28-2) 2 SPF End GrainC 8'2" 1'3" 8.2.. Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6". Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Umit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Philpot Corporation,Inc. 72 Heywood Rd.,MA USA 01584 PH I LPOT This design is valid until 11/3/2024 CORPORATION Version 21.80.417 Powered by iStnrd^"Dataset:21072908.3993 CSD I DRAW DESIGN BUILD r HYDRO BAN® XP LATICRETE NENE® DS-36642-0222 Globally Proven Construction Solutions • Steam rooms and steam showers • Industrial, commercial and residential bathrooms and laundries • Spas and hot tubs HYDRO ):_ • Kitchens and food processing areas • Terraces and balconies over unoccupied spaces • Countertops and facades Advantages • Allow for flood testing in 2 hours at 70°F (21°C)or higher(Refer to cautions section for more information on curing) • Does not require the use of fabric(For gaps 1/8" (3 mm)or less see DS 10003 for complete instructions) 1. PRODUCT NAME • Fully cures on substrates 35°F (2°C)or higher HYDRO BAN®XP • Anti-fracture protection of up to 1/8" (3 mm)over shrinkage and other non-structural cracks 2. MANUFACTURER • Thin; only 0.020-0.030" (0.5-0.8 mm)thick when LATICRETE International, Inc. cured 1 LATICRETE Park North • Exceeds ANSI A118.10 and A118.12 (ASTM D 4068) Bethany, CT 06524-3423 USA • )IAPMO PS106 approved Telephone: +1.203.393.0010, ext. 1235 • "Extra Heavy Service" rating per TCNA performance Toll Free: 1.800.243.4788, ext. 1235 levels (RE:ASTM C627 Robinson Floor Test) Fax: +1.203.393.1684 • Changes in color from a light green to a darker green Website: laticrete.com when cured • Equipped with Microban(R)technology to protect the 3. PRODUCT DESCRIPTION treated article • Bonds directly to metal, ABS, PVC and various other HYDRO BAN XP is a thin, load bearing waterproofing/crack isolation membrane with extreme common materials performance. HYDRO BAN XP is specific designed to • Color changing technology for ease of inspection and handle a wide variety of environmental/substrate cure time notification conditions, such as substrate temperatures as low as • Lighter color for enhanced visibility and easier lay-out 35°F(2°C)and also be used in steam showers and steam • Non-flammable rooms. HYDRO BAN XP does not require the use of fabric in the field, coves or corners. HYDRO BAN XP is a single component self-curing liquid rubber polymer that forms a Suitable Substrates flexible, seamless waterproofing membrane. HYDRO • Cement Backer Board BAN XP bonds directly to a wide variety of substrates. It • Cement Mortar Bed features a lighter color for enhanced visibility and easier • Cement Plaster lay-out • Cement Terrazzo Equipped with Microban® Protection • Concrete • Concrete and Brick Masonry • Poured Gypsum Underlayment Uses • Self-Leveling and Patching Compounds • Interior and exterior • Exterior Glue Plywood (Interior Only) • Swimming pools, fountains and water features • Ceramic Tile and Stone • Shower pans, stalls and tub surrounds • Gypsum Wallboard (Interior use only, non-wet areas) F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 • Gypsum Plaster(Interior use only, non-wet areas) • Obtain approval by local building code authority before • HYDRO BAN Board using product in shower pan applications. • Follow all applicable local building code having Packaging jurisdiction. Packaging 1 Gallon - 4 x 1 gal (3.8 L)pails of liquid • Do not install directly over single layer wood floors, packed in a carton (30 cartons/pallet) plywood tubs/showers/fountains or similar constructs. 5 Gallon- (18.9 L)pail liquid (36 commercial • Not for use beneath cement or other plaster finishes. units/pallet) Consult with plaster manufacturer for their 275 Gallon -(1041 L) 1 Tote recommendations when waterproofing membrane is Coverage required under plaster finishes. 1 Gallon - 50 ft2(4.6 m2) • Not for use under self-leveling underlayments or 5 Gallon - 250 ft2 (23.2 m2) decorative wear surfaces. 275 Gallon - 13,750 ft2(1,277 m2) • Surfaces must be structurally sound, stable and rigid enough to support ceramic/stone tile, thin brick and Approximate Coverage similar finishes. Coverage • Substrate deflection under all live, dead and impact 1 Gallon - 50 ft2 (4.6 m2) p 5 - 250 ft2( 6 .2 loads, including concentrated loads, must not exceed 5 Gallon5 Ga - - f t2( ft2 (4,191mm2) L/360 for thin bed ceramic tile/brick installations or L/480 for thin bed stone installations and L/600 for all exterior veneer applications where L=span length. Shelf Life Cautions Factory sealed containers of this product are guaranteed • Consult SDS for safety information. to be of first quality for two(2)years if stored at • Allow membrane to cure fully(typically 24 hours at temperatures>32°F (0°C)and <110°F (43°C). 35°F—69°F (2°C—21°C)and 70% RH and 2 hours at 70°F (21°C)or higher and 50% RH before flood Limitations testing); flood test prior to applying tile or stone. • DO NOT bond to OSB, particle board, interior glue • Maximum amount of moisture in the concrete plywood, luan, Masonite®or hardwood surfaces. substrate should not exceed 5 lbs/1,000 ft2(283 pg/s • Adhesives/mastics, mortars and grouts for ceramic m2)/24 hrs per ASTM F-1869 or 75% relative humidity tile, pavers, brick and stone are not replacements for per ASTM F-2176 as measured with moisture probes. waterproofing membranes. When a waterproofing • During cold weather, protect finished work from traffic membrane is required, use HYDRO BAN®XP. until fully cured. • Do not use as a primary roofing membrane over • For white and light-colored marbles, use a white Latex occupied space. For more information in installation of Portland Cement Thin Set Mortar. tile over wood decks, or, over occupied or finished • For green and moisture sensitive marble, spaces please refer to TDS 157 "Exterior Installation agglomerates and resin backed tile and stone use of Tile and Stone Over Occupied Space." LATAPDXY®300 Adhesive (refer to DS-633). • Do not use over dynamic expansion joints, structural • Wet coat thickness is 0.015 to 0.022" (0.4 to 0.6 mm) cracks or cracks with vertical differential movement per coat. Use a wet film thickness gauge to check (See HYDRO BAN XP Installation Instructions, DS thickness. 10003 for complete instructions). • Allow wet mortars to cure for 72 hours at 70°F (21°C) • The installation of Waterproofing Membranes in prior to installing HYDRO BAN XP.Allow HYDRO submerged applications must be installed in a manner BAN XP a minimum 2 hours cure at 70°F (21°C)prior that creates a continuous"waterproof pan effect" to flood testing in these conditions. without voids or interruptions. Therefore, applying • Protect from exposure to traffic or water until fully waterproofing membranes in limited areas (e.g. solely cured. at the waterline) in submerged applications is not • HYDRO BAN XP will go from a light green to a darker recommended. • green when fully cured. The second coat should not • Do not use over cracks >1/8" (3 mm)in width. be applied until the first coat is fully cured.All flood • Do not expose unprotected membrane to sun or test times should be after the second coat is fully weather for more than 30 days. • Do not expose to negative hydrostatic pressure, • cured with no light green areas showingo excessive vapor transmission, rubber solvents or After second coat is applied at 70 F (21 C)and 50% ketones. RH. The time to tile will vary depending on substrate, • Must be covered with ceramic tile, stone, brick, d temperature and relative humidity. ry • Sanding or screening may be needed when installing pack thick bed mortar beds (non-submerged over mortar beds or self-leveling underlayments to applications), terrazzo or other traffic-bearing finish. Use protection board for temporary cover. remove laitance, loose material, etc. F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 4. TECHNICAL DATA � t Tana:to Tile * 4. Itt11114 {rain)**** Concrete 50 wimmommismw Cement bard 30 Fiber Cement 15 Underlayment The data in the above table shall be used by the Project MICROBAn Design Professional to determine suitability, placement, building code conformance and over-all construct appropriateness of a given installation assembly. (;;;;) GREENGUARD VOC/LEED Product Information This product has been certified for Low Chemical Emissions (ULCOM/GG UL2818) under the UL GREENGUARD Certification Program. For Chemical Emissions. For Building Materials, Finishes and Furnishings(UL 2818 Standard) by UL Environment. Approvals • ICC Evaluation Service report ESR-2417 • IAPMO/Uniform Plumbing Code File No.3524 • Los Angeles Board of Building and Safety Commissioners File Number: M-070162 • City of Philadelphia Plumbing Adviser board Case Number:4624 • City of Tampa Construction Services Division • Commonwealth of Massachusetts Board of State Examiners of Plumbers and Gasfitters Applicable Standard • ANSI A118.10 and A118.12 • IAPMO PS106 • ICC Evaluation Service report ESR-2417 • IAPMO/Uniform Plumbing Code File No.3524 • Los Angeles Board of Building and Safety Commissioners File Number: M-070162 • City of Philadelphia Plumbing Adviser board Case Number:4624 • City of Tampa Construction Services Division • Commonwealth of Massachusetts Board of State Examiners of Plumbers and Gasfitters • Miami Dade NOA Physical Properties ****After second coat is applied at 70°F(21°C)and 50% RH. The time to tile will vary depending on substrate, temperature and relative humidity. F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit Iaticrete.com. DS-36642-0222 physis , Test.Method HYDRO BAN®X .> Specifications subject to change without notification. P., Results shown are typical but reflect test procedures used.Actual field performance will depend on installation -day methods and site conditions. Hydrostatic ANSI A418:10 pass Test 5. INSTALLATION • Working 7yda ? Properties 28�gpst1; - � HYDRO BAN®XP can be applied using a paint Sreaktn ,----ANSI 118 4 2:1,MPa). brush, roller or trowel. All areas must have two Strengt#t coats to ensure waterproofing 7-may ter 5 s . capabilities. When using a paint roller, substrate ANSI A118.1 t) Immersion . 1:1`7 MPa) will not show through HYDRO BAN XP if coated with 0.020-0.030" 7-c ay Sta it 2t -275'psi(1. - , (0.5-0.8 mm) of dried membrane. Color BoEtd IAl 18.1 . _ 1,S,MP changes from a light green to a darker green when fully cured. 28-day,. ' e r .. 245-34,5 tst(1.5-= Refer to DS 10003 for complete installation :- Strength ANSf A118,44 p 3 MPa) instructions prior to using product System Crack ANSI Surface Preparation R stance A118 12.5 Fess(High),," Surface temperature must be 35°F-90°F (2- 32°C)during application and for 24 hours after AST installation. All substrates must be Water Vapor 40610 515=grans t*ft structurally sound, clean and free of dirt, oil, Transmission Procedure 47.1,..:-,---'," 19,-3,602 g/h.1,T2) grease, paint, laitance, efflorescence, concrete sealers or curing compounds. Make rough or Wates Vapor ASTM E 96- 125 perms uneven concrete smooth to a wood float or Permeance t3f1E1 71,21 (ng/Pa*s• better finish with a underlayment. Do not levelProcedure B ;. --m;)-- with asphalt based products. Maximum deviation in plane must not exceed 1/4" in 10 ft(6 mm in 3 Water Vapor . ASTM.E 96 . - 019 arms m)with no more than 1/16" in 1 ft(1.5 mm in 0.3 Permeance -Procedure E p m)variation between high spots. Dampen hot, S4rstem . ? ANS-1,-4t.‘11,840;--,1 dry surfaces and sweep off excess water— cycles 1 installation may be made on a damp formanc�e >' '"' ' " €t lea y" surface. See DS 663.5 for information on TCrt€ installation over concrete. Potability.of Nle 1. Surfaces must be structurally sound, stable Water' 12174:2009 and rigid enough to support ceramic/stone tile, Applc le to (Techn tl Pass think brick and similar finishes. Installer must 'Waterproofing ISI rcllml verify that deflection under all live, dead and Systems Brazil) ' impact loads of interior plywood floors does not exceed industry standards of L/360 for ceramic Te tile and brick or L/480 for stone installations and Stre�:fc r 0 U600 for all exterior veneer applications where Elongation----- L=span length. Thiess` -3 mos-(0' 2. Minimum construction for interior plywood ( rrim) floors. SUBFLOOR: 5/8" (15 mm)thick exterior glue plywood, either plain with all sheet edges Working Properties blocked or tongue and groove, over bridged HYDRO BAN®XP can be applied using a paint brush, joints spaced 16" (400 mm)o.c. maximum; roller or trowel. All areas must have two coats to ensure fasten plywood 6" (150 mm)o.c. along sheet waterproofing capabilities. When using a paint roller, ends and 8" (200 mm)o.c. along intermediate substrate will not show through HYDRO BAN XP if supports with 8d ring-shank, coated or hot dip coated with 0.020-0.030" (0.5-0.8 mm)of dried galvanized nails (or screws); allow 1/8" (3 mm) membrane. Color changes from a light green to a darker between sheet ends and 1/4" (6 mm) between green when fully cured. sheets edges; all sheet ends must be supported by a framing member; glue sheets to joints with construction adhesive. UNDERLAYMENT: 5/8" (15 mm)thick exterior glue plywood fastened 6" (150 mm)o.c. along F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 sheet ends and 8" (200 mm)o.c. in the panel Pre-Treat Coves and Floor/Wall Transitions field (both directions)with 8d ring-shank, coated Fill all substrate coves and floor/wall transitions or hot dip galvanized nails (or screws); allow to a smooth finish and changes in plane using a 1/8"(3 mm)to 1/4" (6 mm)between sheets and latex fortified thin-set mortar.Alternatively, a 1/4"(6 mm)between sheet liberal coat""of HYDRO BAN XP applied with a edges and any abutting surfaces; offset paint brush or trowel may be used to fill in cove underlayment joints from joints in subfloor and joints and floor/wall transitions<1/8" (3 mm). stagger joints between sheet ends; glue Apply a liberal coat""of HYDRO BAN XP underlayment to subfloor with construction approximately 8" (200 mm)wide over substrate adhesive. Refer to Technical Data Sheet 152 coves and floor/wall transitions using a paint "Bonding Ceramic Tile, Stone or Brick Over brush or roller(heavy napped roller cover).This Wood Floors"for complete details. type usage also applies for steam showers and Bonding to TCNA Compliant Poured Gypsum steams rooms. Underlayment Poured gypsum-based Pre-Treat Drains underlayments must meet TCNA requirements Drains must be of the bonding flange or for compressive strength and the performance clamping ring type, with weepers and as per requirements of ASTM C627 for the anticipated ASME A112.6.3. Apply a liberal coat""of service level designated by the design HYDRO BAN XP Waterproofing Membrane professional. Poured gypsum underlayment liquid around and over the bonding flange or the thickness and application varies, consult the bottom half of drain clamping ring. Cover with a manufacturer for specific second coat"of HYDRO BAN XP. When dry, recommendations. The underlayment must be apply a LATASILT"' bead where the HYDRO dry and properly cured following the BAN XP meets the drain throat. Install top half manufacturer's recommendations to achieve a of drain clamping ring. permanent installation. Surfaces to be covered Pre-Treat Penetrations must be clean, structurally sound and meet the Allow for a minimum 1/8" (3 mm)space between maximum allowable deflection standard of L/360 drains, pipes, lights or other penetrations and for ceramic tile and L/480 for stone under total surrounding ceramic tile, stone or brick. Pack anticipated load. Expansion joints must be any gaps around pipes, lights or other installed in accordance with ANSI/TCNA penetrations with a Latex fortified thin-set guidelines. Prime all surfaces to receive HYDRO mortar.Apply a liberal coat"of HYDRO BAN XP BAN XP with properly applied manufacturer's liquid around penetration opening. Cover with a sealer or with a primer coat of HYDRO BAN XP, second coat"of HYDRO BAN XP. Bring consisting of 1 part HYDRO BAN XP, diluted HYDRO BAN XP up to level of tile or with 4 parts clean, cool tap water. In a clean pail, stone. When dry, seal flashing with LATASIL. mix at low speed to obtain a homogeneous Crack Isolation (Partial Coverage) Crack solution. The primer can be brushed, rolled or suppression must be applied a minimum of 3 sprayed to achieve an even coat.Apply the times the width of the tile or stone being primer coat to the floor at a rate of 250 to 300 installed. The tile installed over the crack cannot ft2/gallon (6.1 to 7.5 M2/L)of diluted HYDRO be in contact with the concrete. BAN XP. Allow the primer coat to dry completely Follow TCNA Method F125 for the treatment of (approximately 24 hrs., depending on substrate hairline cracks, shrinkage cracks, and saw cut or and air temperature and humidity). When dry control joints: Apply a liberal coat"of HYDRO apply two full coats of HYDRO BAN XP to the BAN XP to a minimum of three (3)times the primed area following the guidelines in this data width of the tile using a paint roller or paint brush sheet and DS-1216 HYDRO BAN XP Installation and allow to dry. After the first coat has dried to Instructions. the touch, install a second liberal coat""of Pre-Treat Cracks&Joints HYDRO BAN XP over the first coat. Fill all substrate cracks, cold joints, and control As an alternative; Apply a liberal coat"of joints to a smooth finish using a Latex Fortified HYDRO BAN XP liquid, 3 times the width of the Thin-Set.Alternatively, a liberal coat""of tile over the crack using a paint roller or paint HYDRO BAN XP applied with a paint brush or brush and immediately apply the 6" (150mm) trowel may be used to fill in non-structural joints wide Waterproofing/Anti-Fracture Fabric into the and cracks. Apply a liberal coat"of HYDRO wet liquid over the crack. Press firmly with brush BAN XP approximately 8" (200 mm)wide over or roller to allow complete"bleed through"of substrate cracks, cold joints, and control joints liquid. Immediately apply another liberal coat" using a paint brush or roller(heavy napped roller of HYDRO BAN XP liquid over the fabric and cover). 6" (150 mm)Waterproofing/Anti-Fracture allow to dry. When the first treatment has dried, Fabric can be used to pretreat cracks,joints, apply a liberal coat"of HYDRO BAN XP to over curves, corners, drains and penetrations with the first wide coat, using a paint roller or paint HYDRO BAN XP. brush, and allow to dry. Treat closest joint to the F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 crack, saw cut, or cold joint in the tile or stone filled joints can be offset horizontally by as much installation with LATASIL. as one tile width from the substrate control joint AA Wet coat thickness is 15—22 mils (0.4—0.6 location to coincide with the grout joint pattern. mm)consumption per coat is-0.01/gal/ft2(- Movement Joints 0.4m2/L); coverage per coat is— 100 ft2/gal (- Ceramic tile, stone and thin brick installations 2.5m2/L). Use wet film gauge to check must include expansion at coves, corners, other thickness. changes in substrate plane and over any expansion joints in the substrate. Expansion Main Application joints in ceramic tile, stone or brickwork are also Allow any pre-treated areas to dry to the required at perimeters, at restraining surfaces, at touch. Apply a liberal coat"of HYDRO BAN XP penetrations and at the intervals described in the with brush or roller over substrate including pre- Tile Council of North America, Inc. (TCNA) treated areas.Apply another liberal coat"of Handbook Installation Method EJ171. Use HYDRO BAN XP over the first coat of HYDRO LATASIL and backer rod. BAN XP. Let topcoat dry to the touch, Spray Application of HYDRO BAN®XP approximately 1-2 hours at 70°F (21°C)and Follow all installation and surface preparation 50% RH. When last coat has dried to the touch, requirements outlined in this document and DS inspect final surface for pinholes, voids, thin 663.5. spots or other defects. HYDRO BAN XP will The sprayer being used for the application of turn a darker green when it's dry to touch. Use HYDRO BAN XP should be capable of additional HYDRO BAN XP to seal defects. producing a maximum of 3300 psi (22.8 MPa) Movement Joints with a flow rate of 0.95 to 1.6 GPM (3.6 to 6.0 See HYDRO BAN XP Installation Instructions LPM) using a 0.521 or a 0.631 reversible tip. DS-663.5. Keep the unit filled with HYDRO BAN XP to Note:Apply a liberal coat"of HYDRO BAN XP, ensure continuous application of liquid. The approximately 8"(200 mm) wide over the areas. hose length should not exceed 100' (30 m) in Then embed and loop the 6"(150 mm) wide length and 3/8" (9 mm)in diameter. Waterproofing/Anti-Fracture Fabric and allow to Apply a continuous HYDRO BAN XP film with an bleed through. Then top coat with a second overlapping spray—. The wet film has a light coat""of HYDRO BAN XP. green appearance and dries to a darker green Protection color.When the first coat has dried to a uniform Provide protection for newly installed darker green color, approximately 45 to 90 membrane, even if covered with a thin bed minutes at 70°F (21°C), visually inspect the ceramic tile, stone or brick installation, against coating for any voids or pinholes. Fill any defects exposure to rain or other water for a minimum of with additional material and apply the second 2 hours at 70°F (21°C)and 50% RH. coat"at right angles to the first. The wet film Flood Testing thickness should be checked periodically using a Allow membrane to cure fully before flood wet film gauge. Each wet coat should be 0.015— testing, typically 2 hours after final cure at 70°F 0.022 inches (0.4—0.6 mm)thick. The (21°C)and 50% RH. Cold and/or wet conditions combined dried coating should be 0.020—0.030 will require a longer curing time. For inches (0.5—0.8 mm)thick. temperatures 35°F—69°F (2—21°C)allow 24 Check application thickness with a wet film hours after final cure prior to flood testing. gauge periodically as the HYDRO BAN XP is Installing Finishes being dispensed to ensure that the appropriate Once HYDRO BAN XP has dried to the touch, thickness and coverage is achieved. Bounce ceramic tile, stone or brick may be installed by back and overspray will consume more product. the thin bed method with a Latex Thin-Set To achieve the required film thickness, the Mortar. Allow HYDRO BAN XP to cure 2 hours coating must be free from pinholes and air at 70°F (21°C)and 50% RH before covering bubbles. Do not back roll the spray applied with, thick bed mortar, epoxy adhesives, coating.Allow the HYDRO BAN XP to cure in terrazzo or moisture sensitive resilient or wood accord with the instructions in this document, DS flooring. Do not use solvent-based adhesives 663.5 and TDS 410 prior to the installation of the directly on HYDRO BAN XP. tile or stone finish. Drains&Penetrations It is important to note that areas not scheduled Use LATASIL and foam backer rod to seal to receive the HYDRO BAN XP should be taped space between drain or penetration and finish. off and protected from any potential overspray. Do not use a grout or joint filler mortar. Expansion and movement joints should be Control Joints honored and treated as outlined in this Ceramic tile, stone and brick installations must document, DS-663.5 and TDS 410. include sealant-filled joints over any control AA Wet coat thickness is 15—22 mils (0.4—0.6 joints in the substrate. However, the sealant- mm)consumption per coat is-0.01/gal/ft2(- F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 0.4m2/L); coverage per coat is— 100 ft2/gal (- • DS 230.15: LATICRETE 15 Year System Warranty for 2.5m2/L). Use wet film gauge to check Steel or Wood Framed Exterior Facades (United thickness. States and Canada) • DS 025.0: LATICRETE 25 Year System Warranty (United States and Canada) • DS 230.99: LATICRETE Lifetime System Warranty 6. AVAILABILITY AND COST (United States and Canada) Availability • DS 633.0: LATAPDXY 300 Adhesive LATICRETE materials are available worldwide. • DS 663.5: HYDRO BAN T^" XP Installation Instructions • DS 6200.1: LATASILTM For Distributor Information, Call: • TDS 152: `Bonding Ceramic Tile, Stone or Brick Over Toll Free: 1.800.243.4788 Wood Floors" Telephone: +1.203.393.0010 • TDS 410: Spraying HYDRO BAN XP For on-line distributor information, visit LATICRETE at • TDS 157: "Exterior Installation of Tile and Stone Over laticrete.com Occupied Space." Cost Contact a LATICRETE Distributor in your area. 7. WARRANTY See 10. FILING SYSTEM: • DS 025.0: 25 Year System Warranty • DS 230.10: 10 Year System Warranty • DS 230.13: 1 Year Product Warranty • DS 230.15APD: LATICRETE 15 Year Tile&Stone System Warranty • DS 230.99: LATICRETE Lifetime System Warranty (United States and Canada) 8. MAINTENANCE Non-finish LATICRETE and LATAPDXY installation materials require no maintenance but installation performance and durability may depend on properly maintaining products supplied by other manufacturers. 9. TECHNICAL SERVICES Technical Assistance Information is available by calling the LATICRETE Technical Service Hotline: Toll Free: 1.800.243.4788, ext. 1235 Telephone: +1.203.393.0010, ext. 1235 Fax: +1.203.393.1948 Technical and Safety Literature To acquire technical and safety literature, please visit our website at laticrete.com. 10. FILING SYSTEM Additional product information is available on our website at laticrete.com.The following is a list of related documents: • DS 230.13: LATICRETE Product Warranty • DS 230.05: LATICRETE 5 Year System Warranty (United States and Canada) IATICRE1E International,Inc. One IATICRETE Pork North,Bethany,CT 06524.3423 USA•1.800.243.4788•+1.203.393.0010•www.laticrete.com ©2022 LATICRETE International,Inc.All trademarks shown are the intellectual properties of their respective owners. F.7.3.12-0315 Data Sheets are subject to change without notice.For latest revision,visit laticrete.com. DS-36642-0222 ti LATICRETE •No fabric required •Bonds directly to metal and PVC plumbing fixtures only •Flood test in 2 hours at 70°F(21°C)or above 50%RH •Aucune toile necessaire BAN •Adhere directement aux occessoires sanitoires en metal et en PVC seulement :7=os •Essai d'inondation apres 2 heures a 21°C(71°F)ou plus et 50%H.R. aY►a, rr►sS.'.i yi► �":-. --�-- •No se necesito tela ^w Y. •Se odhiere directamente a superfiles metolicas y artefactos de plomeria de PVC •Pruebo de estanqueidad en 2 horns si se dela secar a una temperature de 21°C (70°F) o superior y a 50%HR SUITABLE SUBSTRATES SUSTRATOS ADECUADOS SUSTRATOS ADECUADOS Concrete' Beton' ConcretoE Cement Mortar(Thick Bed,Plaster,Undelaiment)E Monier de(intent(lit opals,pintre,sous couche)E Mortem de cemento(Cape grueso,revoco)E Existing Ceramic Tile/Stone" Carreaux de ceromique/pierre e>nstants'.E Revestimientos cer6micos/piedra existtentes" Masonry(Brick,Glazed CMU)" Maconnene(brims,CMU vemisse)" Albarleria(Laddo,albaniierio de c(ncreto)" Cement Back Board E Panneau de dment E Panel de cementoE Cement Terrazzo" Terrazzo de dment" Terrozo de cemento" Exterior Glue Plywood Contreplaque encolle exteriee Modem contrachapada para exterior&" Resilient Fkwrkigz3' Sol distant') Revestimientos flexibles'm Gypsum Wallboard" Panneau de gypse" Poneles do yesou Copper" Culvre'z Cobre" Std" Ader" Acero'A Stainless Steel' Acer inoxydable" Acero inoxidable4a PVC" PVC" PVC's NOTE REMARCr1E: NOTA: 1.Chan,mid,well adhered cosmic tie,gun mosria,stone,glazed me/trick 1.le cartilage*unique,In mosaigae do verse In pion,las CAID/bipss 1.los stiparaes de nwosfi ionto ceramic°,nasa:es de vddo,piedm,&Mete or cement wane most be prepared with o 1/8'(3 mm)slim coot of o latex variss*s ou la tamzzo de&nerd,popes,sous et lien colds,doivent Sha de conaeto/iddlo einTiodos o terrazzo de cemento,qui ester%inpies,formes Nhinst malar. edhdls d'uhe cache de 3 mm(1/8 pe)de modareole a Inter. y bier Whelk debn prepense an mo rnpa de 3 mm(1/8 ping.)de 2.Clem mud,wol adored=lent Suing or highprmaae laminate must le 2.Is refitment de sl dsients ou las seat*de hanle pressor,propos, echo Wes de ape dingeh prepared with o 1/r(3 nen)skin coot of 254 pfoe n. sides et bion colts,doirent dire eduls dune cauda de 3 nix(1/8 po) 2.los mveshrrimlos flehdles a de kmindo a oho preside,impios,limos y 3.Do not use for canlixaus♦y submerged iwlalallaa. de 254 Pathe. bier adhetdes dales pepomse can ma apo de 3 mm(1/8 pep.)de 254 4.PVC and mei pkmbig hien s must be dem of al,goose,or and other 3.Ne pas apses des des°POWors imhegdes an caches. Platinum. potential bond brealres nest be abraded with=deeper or lie bush. 4.les accessokes smirks on PVC et on metal doled lire=Vs null,de 3.No dobe umse poo istdodaos (Pio so* smegidos er ague E For editor and interior Wilkes pease,de souse et autres depots adlodhesris potehlels et defer litre orders cooreonlork I.For We*oppimlios ods Roamm papier de were au b b boss Wilgus. 4. hal otreotw Weird qui os Miklos meteces degh seerlommb (chronic.�bts osier lees�bah impose pupal N.Not recommended for Nose appia ors E.Appicntrers ederiaxos et incisionsr-p o an kepi°de akembe. I.Appicdo s Widens seamed P.For iodine to eluding&oes only N.Ddcassie pour tis oppiallohs E Pare opicedinea en emotes a iremieres 1.Sella pm apiadones eh i heiores P.eades de sir et aaessiee sahNaios seulemad N.No se renin iedon pard esters oplacimes P.Sdb pro mica con mo brad°pore silo°Moieties de d meds Globally Proven Construction Solutions SUBSTRATE CONDITIONS 1.Surfaces must be structurally sound,stable and rigid enough to support cert ni tile,stone,thin brick and similar finishes.Substrate deflection under all live,dead and impact bads,inducting concentrated loads,must not exceed L/360 for thin bed ceramic tile/Ixidc installations or L/480 for thin bed stone installations where Liman length. For exterior vertical installations over framed construction,the substrate deflection under all live,dead and impact loads,including concentrated loads,must not exceed L/600 where Wpan length.2.For thin-bed ceramic the installations when a cementitious bonding material will be used,including large and heavy format tile mortar(aka medium bed mortar):maximum allowable variation in the tile substrate—for tiles with edges shorter than 15"(375mm),maximum allowable variation is IA"in 10'(6mm in 3m)from the required plane,with no more than 1/16"variation in 12'(1.5mm variation in 300mm)when measured from the high pants in the surface.For tries with at least one edge 15'(375mm)in length,maximum allowable variation is 1/8"in 10'(3mm in 3m)from the required plane,with no more than 1/16'variation in 24'(1.5mm variation in 600mm) when measured from the high points in the surface. For modular substrate units,such as exterior glue plywood panels or adjacent concrete masonry units,adjacent edges cannot exceed 1/32"(0.8mm)difference in height.3.Substrate beds shall be wood floated or lightly steel troweled.4.Maximum amount of moisture in the concrete mortar bed substrate should not exceed 5 lbs/1,000 ft2/24hrs(283pg/s•m2)per ASTM F-1869 or 75%relative humidity as measured with moisture probes.Consult with finish material manufacturer to determine the maximum allowable moisture content for substrates under their finished material.5.Surfaces should be between 45°F(7°C)and 90°F(32°C).6.Provide minimum slope to drains of 1/4"per 1' (6 mm per 0.3 m).7.Concrete and masonry must be free of curing agents,paint,sealers,water repellents or other treatments that prevent membrane bondig.8.Plywood floors(interiors only)—minimum construction for direct bond: SUBFLOOR:5/8'(15 mm)thick,exterior glue,tongue and groove plywood over bridged 2'x 10'(40 mm x 240 mm nominal)joists spaced 16°(400 mm)o.c.maximum;fasten plywood 61(150 mm)o.c.along sheet ends and 8'(200 mm)o.c.along intermediate supports with h 8d(65 mm)ring-shank nails or screws;allow 1/8"(3 mm)between sheets;all sheet ends must be supported by a framing member,glue sheets to joists with construction adhesive;UNDERLAYMENT:5/8'(15 mm)thick exterior glue plywood fastened 6'(150 mm)o.c.along sheet ends and 8°(200 mm)o.c.in the panel field(both directions)with 8d(65 m)ring-shank nails or screws;allow 1/8'(3 mm)between sheets and 1/41(6 mm)between floor and any abutting surfacer,offset undslayment pints from joints in subfloor and stagger joints between sheet ends;glue undedayment to subfloor with construction adhesive. NOTE:Do not bond to particle board,flake board,oriented strand board(OSB),bran,yellow pine,pressure/chemically treated wood,Masonite®or hardwood.Refer to Technical Data Sheet 152 for full details on plywood floors. SUBSTRATE PREPARATION 1.Remove dust,dirt,oil,grease,paint,laitance,efflorescence,curing compounds,sealers,water repellents and other materials that prevent bond.Metal plumbing fixtures must be clean of oil,grease,rust and other potential bond breakers must be abraded with sandpaper or wire brush. 2.Dampen hot,dry surfaces and sweep off excess water—membrane can be installed over a damp surface. 3.Use 3701 Fortified Mortar Bed;or,226 Thick Bed Mortar gauged with 3701 Mortar Mmix;or,a latex underlayment,to patch,pitch,level,plumb or smooth subst,ates.Do not use gypsum or asphalt undedaymnents. 4.Exerting ceramic/stone tile,glazed CMU or cement terrazzo must be cleaned and skim coated with approximately 1/8'(3 mm)of 254 Platinum or other suitable latex thin-set mortar. Tools Required Tape measure,mixing stick,point roller with heavy napped roller cover,roller tray,paintbrush,water pal and sponge. BONDING TO TCNA COMPLIANT POURED GYPSUM UNDERLAYMENT Poured gypsum-based undedayments must meet TCNA requirements for compressive strength and the performance requirements of ASTM C627 for the anticipated service level designated by the design professional.Poured gypsum undedayment thickness and application varies,consult the manufacturer for specific recommendations. The underlayment must be dry and properly cured following the manufacturer's recommendations to achieve a permanent installation.Surfaces to be covered must be clean,structuroll►sound and meet the maximum allowable deflection standard of 1/360 for ceramic tile and 1/480 for stone under total anticipated load.Expansion joints must be installed in accordance with ANSI/IDA guiidelrnes.Prime all surfaces to receive HYDRO BAN®with properly applied manufacturer's sealer or with a primer coat of HYDRO BAN®,consisting of 1 part HYDRO BAN®,diluted with 4 ports clean,cool top water.In a clean pail, mix at low speed to obtain a homogeneous solution.The primer can be brushed,rolled or sprayed to achieve an even t.APply the and substrate aimer ir temperature othefloor d humidia rate ty).250 to D0 Wpion ry apply two (6.1 to 7.5 M2/P�of diluted HYDRO BAN.Allow the primer coat in��y data sheet(approximately 24 and663.5 HYDRdO BA depending Instructions. full coats of HYDRO BAN®to the primed area following the guidelines APPLICATION:HYDRO BAN® Pre-Treat Credo**,Cold Joints,Control Joints and Sennas(See Illustration 1):Fill all substrate cracks,cold joints,control lilts and seams to a smooth finish using a latex fortified thin-set.Alternatively for all substrate cracks,cold joints,control joints and seams less than 1/8°(3 mm)apply a liberal coat"of HYDRO BAN®liquid approximately 8'(2 0 mm)wide over the crack,joint or seem making sure that the crack,joint or seam is completely filled with HYDRO BAN®liquid.HYDRO BAN®can be applied with a paint brush,paint er (heavy napped roller)or a 3/16"x 5/32'(5 mm x 4 mm)V-notch trowel.When the first coat has dried to a uniform olive green color,apply a second liberal coatA of HYDRO BAN®liquid. Pre-Treat Coves,Corners and Wal/Floor Transitions 1/8"(3 dna)or less(See!Bostonian 2 and 4):Fill all coves,corners and wall/floor transitions to a smooth finish using a latex fortified thin-set.Alternatively,for all coves,comers and wol/floor transitions with a gap of 1/8°(3 mm)or less apply a liberal coat"of filledilHYDRO Bwith�Rliq id at o liquid.Hves, YDRO seams, rs, mjoints and changes in substrate plane approximately 8'(200 mm)wide making sure that the cove,corner or wall/floor transition is completely BAN®can be applied with a paint brush,paint roller(heavy napped roller),a 3/16'x 5/32'(5 mm x 4 mm)V-notch trowel and airless sprayer.When the first coat has dried to a uniform olive green color,apply a second bed coat"of HYDRO BAN®liquid. 2 On coves,corners and wdl/f oar transition greater than 1/8'(3 mm)Waterproofing/Anfi-Frociwe Fabric can also be used.Fold 6"(150 mm)wide Waterproofing/Anti-Fracture Fabric in half and imbed it into the HYDRO BAN®liquid,flashing/Waterproofing/Anti-Fracture Fabric 3'(75 mm)up walls.Apply second liberal coat"of HYDRO BAN®liquid to seal reinforcing Waterproofing/Anli-Fracture Fabric.Refer to INSTALLING FINISHES section for movement joint treatment at coves,comers and changes in the substrate plane. A Note 1:Wet cart thickness is 15—22 nils,0.015'—0.022' (0.4—0.6 mm);use wet fin gauge to check iiiidaress;consumption/coat a appoxonotely 0.01 gd/ft2(0.4 a/m2); coverage/coat is approknately 100 f I2/gal(2.5 m2/e);Appied kir 2 carts for a told dry ihidmess of 20—30 mils,(0.5—0.8 mm)fora told of 250 ft2 per 5 g000s/23.2m2 per(18.9 e)pal. NOTE:For coverage per unit,refer to information printed HYDRO BAN®liquid container. Pro-Treat Drays(See Detail 1):Drain must be of the damping ring type,with weepers and as per ASME A112.6.3.Apply a liberal coat"of liquid around and over the bottom half of the draintiamping ring.When first coat is dry to a uniform olive green color cover with a second liberal coat^of liquid.(When dry,apply a sealant bead e.g.IATASIL"with IATASII 9118 Primer sealant with appropriate primer at the drain throat.)Install top half of drain damping ring.Refer to Decal 1 and 2,Illustration 7 and INSTAWNG FINISHES section for information on completing drain treatment. Pre-Treat Penetrations(See IMstration 6):Pock any gaps around pipes,lights or other penetrations with a suitable latex-fortified thin-set mortar and allow to harden(eg.254 Platinum).Apply a liberal coat"of HYDRO BAN®liquid onto and around penetration.As an option,imbed pieces of 6'(150 mm)wide Woterproofing/AnlfFradure into the HYDRO BAN® liquid.Cover with a iberd coat of HYDRO BAN®lgwd".When first coats dry to an olive green color cover with a second liberal coat"of HYDRO BAN® liquid.If necessary when dry,seal flashing with a sealant(eg.LATASIL"with LATASIL 9118 Primer).Refer to Insert Detail WP300 for Detail 6 and INSTAWNG FINISHES section for information on completing penetrations treatment. Crack isolation(Partial Coverage): Crack suppression must be applied a minimum of 3 tines the width of the tie a stone being installed.The t installed over the crock cannot be in contact with the concrete. Follow TCNA Method F125 for the treatment of hakine aadcs,shrinkage oaks,avid saw cut or control joints: Apply a liberal coati"of HYDRO BAN®to a minimum of three(3)times the width of the tie using a paint roller o paint brush and allow to dry. After the first coat has dried to the torch,install a second hberd coat"of HYDRO BAN®over the first coat. As an alternative;Apply a liberal coat^of HYDRO BAN®liquid,3 times the width of the the over the crack using a paint roller or paint bush and immediately apply the 6'(150mm)wide Waterproofing/Anti-Fradure Fabric into the wet liquid over the crack.Press firmly with brush or roller to allow complete"bleed through"of liquid. Immediately apply another liberal coat^of HYDRO BAN®liquid over the fabric and allow to dry. When the first treatment has dried,apply a liberal coot"'of HYDRO BAN®to over the first wide coot,using a paint roller or paint brush, and allow to dry. Treat closest pint to the crack,sow cut,or cold pint in the the o stone installation with LATASIL'"t. ^Wet coot thickness is 15—22 As,0.015'—0.022'(0.4—0.6mm);use wet film gauge to check thickness;consumption/coat is approximately 0.01 gal/ft2(0.4 I/m2);coverage is approximately 100 f t2/gal(2.5 m2/U. Apiiied in two coats for a total dry cart thickness of 20-30 mils,0.02-0.03"(0.5-0.8mm);use wet film gouge to check thickness;consumption/ cart is approximately 0.01 gal/ft2(0.4 L/m2);coverage/coat is approximately 100 ft2/gal(2.5 m2/1);Applied in 2 coats for a total dry thickness of 20—30 mils,(0.5—0.8 mm) for a total of 250 ft2 per 5 gallons/23.2m2 per(18.9 L)pail. Mrdn Application—HYDRO BAN®(See Mistretta 3 and 5):Allow any pre treated areas to dry to the touch.Apply a liberal coat of HYDRO BAN®lqu d"with brush or roller over substrate inducing pre-treated areas.Flash membrane up over pre-treated coves and corners,so such areas have two layers of HYDRO BIN®liquid.Let dry to the touch,approximately 1-2 hours at 70°F(21°C)and 50%RH.Apply another Rreral cert"of HYDRO BAN°tquid over entire surface to seal rrremlrane.When lost coat has dried to the touch,inspect final surface for pinholes,voids,thin spots or other defects.Use additional HYDRO BAN®liquid to seal defects.Coves,corners,seams and bard joints must be treated as descried above. Protection Provide protection for newly installed membrane,even lf covered with a thin bed ceramic tile,stone or brick installation,against exposure to rain or other water for a minimum of 2 hours at 70°F(21°C)and 50%RH. Hood Testing Allow membrane to cure fully before flood testing,typically 2 hours at 70°F(21°C)or above and 50%RH.Cold and/or wet conditions will require a longer curing time.For temperatures between 50°F(10°C)to 69°F(21°C)allow 24 hours for cure fully before flood testing.The time to flood testing begin when the membrane has dried to a uniform olive green color. TIME TO TILE Substrate Time to Tile(min)* Concrete 50 Cement Board 30 HardiBacker® 15 •aftersecodcoot isoppiedof7O°Fand50%RH.lhefineiotile Amy doming msulstete,tempemtueend fold*Iw lr. INSTALLING FINISHES2 hours at Once membrane has dried to the touch,ceramic file,stone or brick maybe installed by the thin bed method with a latex thin-set mortar.Allow membrane to cue Do not use solvent bloused and 50%RH before covering with concrete,thick bed mortar,screeds,toppings,coatings,epoxy adhesives,terrazzo or moisture sensitive resilient or wood flooring. adhesives directly on membrane. 3 Drains mid Pomanders(Soo Ilastration 7 ad Dotal 6):Allow for a minimum 1/4"(6 mm)space between drains,pipes,lights or other penetrations and surrounding ceramic tile,stone or brick.Use appropriate sealant(e.g.LATASIr with LATASIL 9118 Primer)and foam backer rod to seal space—do not use grout,joint filer or than-set mortar. Control Joints Ceramic tile,stone and brick installations must include sealant filled joints over any control joints in the substrate.However,the sealant fled joints can be offset horizontally,by as much as one file width from the substrate control joint location,to coincide with the grout joint pattern.Refer to drawing Detail 3. Movement Joints Ceramic Ute,stone and brick installations must include movement joins at coves,comers,and other changes in substrate plane and over any movement joints in the substrate(refer to Details 4 and 5).Movement joints in the ceramic Ute,stone and brick work are also required at perimeters,at restraining surfaces,at penetrations and at the intervals described in Tile Council of North America,Inc.(CNA)Handbook For Ceramic Tile Installations Method 0171.Use an appropriate foam backer rod and sealant(eg.LATASII.Tm with LATASIL 9118 Primer).Movement Joints Note:Apply a liberal coat of HYDRO BAN°,approximately 8"(200 mm)wide over the areas.Then embed and loop the 6"(150 mm)wide Waterproofing/Anti-Fracture Fabric into the substrate movement joint and allow to bleed through.Then top coat with a second coat of HYDRO BAN.Equal fully encapsulating the Waterproofing/Anti-Fracture Fabric. I 2 Ihrellgi 3 4 1116—M I 5 6 immi 7 I ` s"ds"tdnls(s) Pnfi"tmKb Pndcorms Flatcost-Mld Ssandast-mni""dconws S"coudast-FMd PSP LIMITATIONS 1. Do not install over structural cracks,cracks with vertical movement or cracks with>1/8"(3 mm)horizontal movement. 2. Do not use as a primary roofing membrane over occupied space. 3. Do not use as a vapor bonier.(Steam rooms require the use of a separate vapor barrier layer.) 4. Do not expose to negative hydrostatic pressure,rubber solvents or ketones. 5. Membrane must be covered with ceramic tile,stone,brick,concrete,screeds,terrazzo or other protective surface.For temporary cover,use protection board. 6. Do not expose membrane directly to sun or weather for more than 30 days. 7. Do not install directly over single layer woad floors,plywood tubs/showers/fountains or similar constructs.For such aces,use 3701 Fortified Mortar Bal;or,226 Thick Bed Mortar gauged with 3701 Mortar Admix over meccanicak fastened lath.Instal membrane once mortar has hardened and is sufficiently dry. 8. Review local building codes and obtain any required approvals before using HYDRO BAN®in shower pan applications. 9. Allow wet mortars/plasters(deck mud consistency)to cure for 72 hours at 70°F(21°Q pia to installing HYDRO BAN®. For more information concerning HYDRO BAN®please see Data Sheet 663.0.Wait www.laticrete.com for MSDS information. NOTE:Design professional/specifier to detail and specify the appropriate gravel to protect weep holes from clogging at the drain areas. 4 HYDRO aur aoo Clomping Ong aan ease 3701 Naiad Mata Bed NP)Ber 254 Pnttem fine comas SPECIBALO(B'PRO Gad;' IRISH.'"PERMRcowOB"Gad Went Tie aStoneis dew *stable Gan Calor dDalin Clawing Ong 1f1ISIE' I I. MPS BOP t.t..,,,-,. Oman Coledaut dIadanem Detai 1 ESWIIP301 Detoil 2 ES-WP302 comae Sas Cut Control foil Lamas HYDRO DX* fold tont 254 Phfim HYDRO BVI* 254 Pilaw kat Oast Art SPECTRALOW Oh Flaiie Sedad PERMoc0E0R'Pxat Canis Tie orStone Wank Tie aSane t t Detoi 3 ES-009 Dotal 4 ES-E114 IAASItt Parma 254 PlatinumzgmnBonddOat HYDRO BAN' 3701 Faired Mata Bed HYDRO BMP SPECI10100Po4 PERMUOIOR'Grout 3701 Foread Moria Bed 254 Ratem 11110Yi1K t�01K Boas Rod adCanpn hte Fiata>pph o Bead mol d NYDROBBN', comic lb co Stone Shy Rad Coot opp admddP 8' (200 non) wide IAMB' oar the aeon.Thea embed and loop • the 6'(150 nm)Oh Waterproof' SPECTRUM' ire/ dMFFamMe Fabric OW the t a t PERMACOEOR010I'Gad mbseata moment pint and olow i i- Coo*Tin ot Soo to Ned dough.lha top cool odth ' a stand coat of 1011R01048 rapid ' fully nBdeWait. . __ Detail 5 ES 010 Datil 6 ES-WP300 *bled Stores Patent No.:6881768(and other Potents). •Nailed Stales Potent No.:6784229 B2(ad other Potents). 5 (o10111011S DU SUPPORT 1.Les Maces dote*etre an boa etet shucked et etre asset stables et soides pour supporter an revetesaet an arm de cirarique,en pienes ou en times minces,et troupes revetments de sol*Aires.ires.Le flemelt du support sous toules les charges d'explorlaiion,permorhetes et Amur,y smells les charges concesnrees,ne dolt pas deposer 1/360 OM 61076130e ceramique our de b bcque sur It ovine our V480 avec de b pierce sur it race,err L=longueu de pates.Parr les poses ededeues ver isles sur urs sasnrdion en sharpens,le%dissent du support sora tuts les doges d'explohaiim, permanents et impact;y comprls les chimes comemees,ne doh7 pin deposer 1/600 oar L=largely de pa1€e.2.Pau as poses de cartage cermime sur it whirs avec an materiae de collage as dment,y smpris avec un martin pour carets grails et buds bassi appals mortes pax Id maim):vriation maim*akrissble dao le support du sndage—pour les stye ux a cedes de main de 375 mm(15 pro),b*teem madmae alaissble est de 6 am sur 3 m(r/,pro sur 10 pe pa rapport err plan requis,b variation rhe pommel pas deposer 1,5 an sur 300 am(1/16 pr sur 12 par)lorsgdele est muse depiis les phis hmtls de b surface.En cos de smaux aymt au mats un cite de 375 mm(15 po)de longues,a variation nudist**Ale est de 3 ran sur 3 m(1/8 pro sur 10 pi)pr rapport au dor semis,b valerian ne poisons pas deposer 1,5 mm sur 600 mm(1/16 pro sur 24 pro)b►srpfele est nude caprice les points hwts de b surface.Pour les Arstemes de support mod loses,tab me Ice pmeour de mrhepbque male ex edeur our les elements de masormie en beton cants,b difference de hauteur entre des bards con ipus ne coil pas deems*0,8 run(1/32 pro).3.Les its de support dote*etre finis a b*he a boa our legerement a a smelt en aces.4.la deer en Mxnidite maxim&du sport en beton/itde molter ne dolt pas deer 283 pg/s m2(5 6/1000 pea)solvent ASTM F-1869 au 75 96 d'huridle Maine manse avec des sondes d'hurick Consulter le fabricant cr matabu de %Non pour detentes a teneu en huddle maxim**Mile pour les supports sous le=Wm,tri.5.las surfaces doivent etre a u temp€rohm comprise entre 7°C(45°F)et 32°C(90°F).6.Pivots urs pante minim*yes les eminent de 6 nm pr 0,3 m(1/4 pro pr 1 p).7.Le beton our b moyannede convent etre axis de waits de are,de peiriue,praduls de*element,de pais hydrafrpes our tori a ire traitement qui sped*le collage de b membrane.8.Handlers en contrepbque fnserrerrrs seaement)—cuaderistiqus dimples pour le slags asst:SOUS•PLANQIEII:Centrepbgrre errcole extabu a latrines et larrprettes de 15 rum(5/8 pro)d'emisse r sur des solves de 40 mm x 240 ran(2 pro x 10 pro norma)snhevent es et esmales de 400 mm(16 pro)au maim m;frier les pameauc de snhepbPre tour les 150 rum(6 pro)le long des bads et tai les 200 mm(8 pro)le long des supports intemtilakes avec des dour ameles 8d(65 min)ou des vis;bases un esrecement de 3 mm(1/8 pro)entre les*mew tortes las shindies des pineal doivent reposer sur n element d'aasahre;colts les parreauc aur salves avec de a colt pour beemest;SOUS COW:ME:Nudes de eontsepbupe extedeur de 15 ran(5/8 pro)depaisseuay faces taus les 150 ran(6 pro)le bog des exhemaes et taus les 200 ran(8 pro)dos b pates sere**(dors las deux drectiorn),a hide de dna 8d a ripe amide our de vis(65 nen).Leaser 3 ran(1/8 pro)entre caws fame et b ran(h/e pro)entre le dandier et touts surface wicket Deader les joints des feats de b souurscauche par rapports ceur du sospb rhes arse qua les jainsforrn&pr les(Mimesis des ferules.Colo b souscoude au souaplandrer a raids de colt MOS*. REMARQIIE:He pro color sur des surfaces en*mem de partials,prim*mere,paneau 056,ban,pin umbra,bas i prepne anus pression/thin*vement,Matte.ite.our baa franc.Voir les detak complets sur los pbidners en snlreploque dos b Fiche tedntere 152. PRIPARAIION DU SUPPORT 1.Airliner tout depot de must%salete,lute,passe,pita,bitance,efflorescence,proal t de cue,prod*d'etaxhite,prod*hydduge et cures matins qui catechist le collage.Les auessoies ser es en metal doivent etre exempts that,de praise,de rouse et moires depots mtiodhesls protentiels et docent Rte rendes ngueuc err papier de vele au a b brosse metaique. 2.Homier les Refaces shades et tithes etbabies renes ureas—b membrane poutetre posse sur oresolace huride. 3.Wiser du It de mater reduce 3701 ou da molter par It epaa 226 mdage avec de ram par mater 3701 au u soosmrdre au latex pour ragreer,incliner,mete de iiuem►,mete dpbmb our laser los supports. Ne pa utter de swathe de gypse on d'aspkie. 4.Les camels de ceromipre/pierce,(MU vemsses our tem>uos de dmerrt existents doiuent etre ndloyes et erdu1s dune sudre dr 3 min(1/8 po)emioa de 254 Plat re ou mire mortiercole err latera approprie. Wale r Ruben a meslrer,baguette a melanges,souk=de penhe avec mannan a pots bogs,bac a pilule,pihceau,sear dear et ep nge. COIIAGE SUR SOUS-COUOG DE GYPS(OW CONFORMIE AUX mesas DU TCNA Les sousaoudres a base de gypse ode doivent etre confines aur stens dr TINA en=were de resistance a b compression et aux names ASTM C627 en marline de rendement pour le riaeau de service peau par le conceptar.IfapplsMon et repose r de b sotasudhe de gypse code valent,veullez consulter le fatless par dtei des rxar mondalan spealques.Pear one pose p nmente,b souscaudh dot she*he et odequatement dude,srdannemesrtaux drredives du%damt.Les surfaces courrdote*eke popes,MudurelementMhos et doled reponde a b name deflediusementmaximal ahnarble standard de 1/360 pour Ie carriage en ceranicpre et de V480 pour b prem sous one dirge totals ahlicpee.les fords de dilatalon doivent etre poses snfomement arc aeceues ANSI/TCffA.limiter touts les surfaces sur lesque les sera pose HYDRO BAN.a rade d'un suxNarrt dr fdriadt aorredement applique err sec u cadre dapprot HYDRO BAN°cantrluee dune pate de HYDRO BAN diose don make pules demi props et kids dI cabinet Dana un seau elapse,melanges a bcese vitesse pour obteni one soirfan hamogbhe.l'apprk pent etre mime err pircebu,a rodeos;our au pavbaaterr pour clan*ane scathe*donne.*Noes b suche dappcet sur le dander au tax de 6,1 a 1,5 m 2 de(2506 300*//1)de HYDRO BAN dila(misses seder BAN. b Reface appretee en suivort inches de t oe hatnrciora dcud*d'appre(envkon 24 epose de HYDRO B Nselon le 1 DS et b nvac dhurridrie relative).Une foo cache, applquhr deux plots coudes APPIKAII0N:HYDRO BAN® Prehdtement des fissures'",des pats de reprise,des lids de nplwe et rtes retards(vol Nedratios 1):(ambler les fissures du rapport,les joints de reprise,los joints de rupture et les maids jusgda procure un lose avec da moderate!enforce de bolsi A fire Alternative,par re senile des fissures du support,les brats de leprae,les jai is de rupture et as remolds de nth de 3 mm(1/8 pro),appiques ore genereuse couche^de HYDRO BAN*lquide Aernimh 200 ran(8 pro)dr large sur b fissure,le jilt our le raced d a s'asrrant qua b fissure,lejoint au le mord est totaesnent rempe de HYDRO BAP lqukt.HYDROdive BAN.Pm etre P � b apache a serine pour presenter ma our ruin(rroaxhor►a pis bags)our avec an**air a volts en V de 5 ran x 4 ran(3/16 pro x 5/32 pro).lasgrae premiere acme,oppleaer ore seconde ggenereu seise=she"de HYDRO BAN'Ode. PreereAemed des gorges,des cols et des woman plaid/erg de 3!ran(1/8 pro)or nobs(vol'iledrapmrs 2 et 4):Calderas gages,les Ria et les traanitian pbndna/mu psgJa produke n fat toss avec dr mostersle reduce do latex.A Ire d'dtemalive,pour rernemble des gages,coin et tensions pland►er/mu dune brgeu de 3 min(1/8 po)et mots,appliquesuhe gAnereme such de sur Is sin,discords et wpm de pian en s'msubnt sort rem*de HYDRO BAN"imide.HYDRO BANe1 pour etre appieae au ptrxean,as INDRO fiquile da fan ran(8 pro) a lags 95 mm sero*dengue b presider°sacra a serine pour presenter nae couleur vert dive donne,appiquer one rouleau(morxhah 8 pots largo),au pbbi a dents e V de 5 ran x 4 nm(3/16 pro x 5/32 pro)our a puafvesisbtaor seconde genereuse ruche^de HYDRO BANS iquide. 1 50 Suras gorges,les sits et les transits places/mrd;phis de 3 mm(1/8 pro),de b tole detardtite/andsodue pout etre uNsee.Pees ubate"de HYDRO t BAN® /lquide par androdure de tote d(6etor dhMm//antiradue. en des et readoncer dots le HYDRO BAN)lacca",en faint semester b tole de 75 mm(3 po)le lag des mus.keeper uh secande ginereuse *ocheVoir le isatemerd des joints de moumment ou ossa,des gorges,des sin et des rupMres de plan darts b sedin POSE DES REVEIEMENTS DE FINU1ON. b ssnorrnalion pa such est d'ernian AR eanagre 1 :L'epoaseur de b couch Irrride est de 0,4 8 0,6 ran(15 822 rets,0,015 a 0,022 pro);*her u e large pour foul huride par cartretes I'M sseu r, co told de en m2 0,41/m2(0,01 gar/pry);b caxeslue pa each est det"io"2,5 m2/I(100 pill/e�;fie err deur sucim p°u'r f°"'her'rr°episser's sed►e'atde de 0,5 a 0,8 ran(20 a 30 pout par seau de 18,91250 p12 po sem de 5 gallons). a de HYDRO BAN* etsdanhs a ASME A112.6.3.Apdiphr u lie REMARQUE:pour comets b swarm pa vete,vair hs reroerpr►errrerns l t Preheif des eoledems d'bcerkmed(air Deal 1):Les selecteurs desdementdoerentetre �des et arcate du seconde.6neteuse amch"de ieide• nereuse such^de liquid°sur le pmrtour et le cassis de b demibogue de sewage ideaeure dr selected.Lows b premiere sur a sltdeu.Vii as reroer a squid s (Una fora cadre appiquer ncmdndeAdmt'Rondearem,p.ex.LATASIretI'mpretsaelantLADlSl.9118sur bgagedreolectem)Poser bdemibague senilewild/tee 1 et b sediolh POSE DES��FIRM. ex.254 Platte).sur ruchavesruert a troilerruerrt des sled Aesuamernt can as Details 1 et 2,rivast<atia►*dour des irmlahes et cones pea:Mon sec du maim*reduce de latex et leases duck(pa Preimi one*bodes des pfrdie"ors(vols iretKdioo suit: : etsEn motede tale detmrhehe/arrracnre de 150 ran(6 pa)de loge dans le HYDRO BAN®iquide.En Ute me go axj re such O HYDRO ice .lorsq to se couche est sidle et de couleur vert sive,endues tore seconds g cadh"de HYDRO BAN'6pide.Le cos wiriest,ogres se�ome,scelar. las Auger►eaerae each de HYDRO BANe iupide"•tasque P 6 reawvremems de tale sur Nes bads avec un ccie trent emnd e a Yew(pare.LATCH"avec apple IATASIL 9118).Vis les renseignements sur radkvement du 1mitement des coladers d6coulement dans k Debi 6 de rental de Nth WP300 et b secttan POSE DES REVETMENTS DE RIM. Coddle des fissures(ooavertme petiole):la cantle de fissure dais ere mai*sur un rod=de 3 fes b brgeur du mem our de b alerts a poser.le armrear pool sur b issue ne doe pas etre our contact du beorh. Smiure In methods TCNA F125 pour k traitement des fissures Mitts,des%sures de remit et des pias de[phos our coupes a b acts:Appiquer urns penthouse actio""de HYDRO BAN*iquide au rouleau au au pmceau sur un minimum de has(3)foo b brgex du=eau puts looser*cher.tine foie quo b premiere muds est*he au toucher,apple.*urs secede penthouse couch*"de HYD BAN*sur b premiere. A tine dallemative,appiquer us Osherow muds"de HYDRO BAN"la ice de 3 this b bhgeur du aareau sur b fissure,au reulet our au pnceau,µis poser immedolement b tale d'emdrehl6/anirodure de 150 mm (6 po)de large ems le Rqude rondo sur b issue.Appuyer fentenent avec k pint=our k rouleau pour alta*un sui temmt couplet du laid°a trams b foie d'etardrEie/m uncle[.Appiquer i metrotonent us Dube genereuse muds"de HYDRO BAP lquide sur b tale et beer slrhac Une las quo k phenol imiemenr t*he,appiquer urns genereume aoudhe""de HYDRO BAR°sur b premiere mads generale,au rouleau our au*sem,et hisser sedmer.Railer les pints de cmalage au de pane les phisµad>es de la fissure,du joint coupe a la see cu it join de mise avec UITASIL'. "l'epaissea de la mocha rondo est de 0,4 a 0,6 ran(15 a 22 mis,0,015 a 0,022 po);Wiser use loupe pour foot hu ice pour candler repdssex;b mhsommador pa cauda est deakan 0,4(/m2(0,01 gal/i2); la canrettue par muds est d'envian 2,5 m2/1(100 ph//goD.Appique au deux couches pow fon*us Masseur sidle hie de 0,5 a 0,8 non(20 a 30 els,0,02 a 0,03 ph);user ms jauge pour feel humid°pour camrSler repaissew;b mhsa imollon par mads est d'environ 0,41/m2(0,01 gel/pi2);la couvedure pa muche est d'em*ar 25 m2/1(100 pa/gal);opiq use en deux couches paw former one epaseur sada die de 0,5 a 0,8 mm(20 a 30 tris)paw un tote de 23,2 m2/250 pit pa seau de 5 galas(18,9 B. Apes:doe died ole—HYDRO IAN*(sok iiesiralimos 3 et 5):User lodes les Hanes pretties seder au toude.Apprquer us gedreuse who de HYDRO BAP igiide"au Motu co au rouleau sur le support,Y compute sur Is slimes protases.Faire debohder b mambas sur les gages a mks prim*,de tele manila quo hes sufaoes dent dam(assals de WINO BAN'iquide.Lasser seder au tad*, pendant 1 a 2 hones melon a 21°C po°F)et 50%H.R.Raphael us ante*erase muds"de HY110 BAN*topics sur tads b suite pow stele b membrane.Une fora quo k cornus muds est sedre au toucher, *specter la surface fide p repeat los les ides,ado,yrs et autres Outs.Visa Au HYDRO BAN*Imide supplenmentire pax stater les Nam.Les gages,mins,[mads et pints de pa neaux davad Protection Praeger b membrane tsuvsthment paste,mime tante de amrebge,de pimre our de briope cotes,de re:poston a b phiie au mire source d'eau pendent un Mum de 2 hews a 21°C(70°F)et 50%H.R. Essai d''eoadatioe Leaser la membrane prelim axnplatement awn tenth d'mordahon,**dement 2 hours a 21 °C(70°F)our Obs et 50%H.R.Dens des cohditros fiades a,halides,b dwee de ase est phis longue.Paw les temperahres entre 10 et 21°C(50 et 69°F),thence 24 bares jusgrt'a b prise complkte mad resect d"madafan.to dere aamt leash[d"madaCan debate usfos quo b membrane a slime et p ms couleur vert amus urfo e. DURt AVANT CARRBAGE Support Duren am*terrekge(mrir Beton 50 Pomeau de anent 30 Hw Bocce® 15 *Ayres rappicotion d'us deudeme coudhe a 21°C(70°F)et 50%H.R.In dole avant atheism vale enfondiar du support,de b temperature etde rho idte relative. POSE DES REMNANT'S DE EMOTION 2 hours a 21°C(70°F)et Une foie quo b membrane est sleds au touter,le cortekge cermame,b aero au b brique went ere pasts par(doge avec un morner ole minim hisser la mediae writhe pedant 50%H.R.avant de b couudr de beton,mother a B eats,drape,coupe de sufae,[Memo*,octet epmcyde,terrazzo our reveteme t de se en boil our re**sensible a rhrridie.Ne pas miser d'atmesl a base de sahmant drecteme t sur la membrane. Codecteurs d'ecaulement et penehahos(vat bion 7 et Dad 6):Lasser un esprit°memo de 6 inn(1/4 po)ante les mdedeus,tuyom,himia res*owes Onions et le adage Monique,b pstre our b bique qct les entouent.Unser un coEeuta t elm&a reau adapt(pa s.IADISIL"avec moms IATASIr 9118)et u e baguette en mouse par stele•respace—ne pas Miser de muss,de mother de jointdement d de mortiertnde. Joints de nmptuie Les poses de mrrebge centime,de piers et de Nimes damn aompoder des joins gala de prodit de saelement mrdesus de tors les joins de tmgbre du support.Toutefoa,cos lads steles peme t ere decries hoaaddementjusgtfa un mmol[[d'u elageu de carrot pa rapportau kin de[pore du support,paw iso tiler avec le maids jokts de maw Vat le dessin Detail 3. Joints de monument les poses de carelage cemomique,de piers et de bdqus divert container desjoins de Rumen*des les gorge,les cots et odes[plus de plana sur bus les pints de movement du support(vis les Dentals 4 et au de ' doted egde a nt comport*ds taints de movement sur le peimene,le long ds surfaces de rete use,co*eau ds**roamset aur i °tis pre+nus 5).is sofas de f NerEl r>ob, (T P et un dam*(pa ex WA%avec apple IATASIL 9118).Remarque Per le Tee Carne of Nath Merica,Inc.be(TOW 01ah�rok For Ceradc Tie iatdrhas Method E1171).Miser us baguette en mouse adoptee coaemont les joins de mouumnent:*timer us caudae d'NYDRO BAN"d'emkan 200 mm(8 po)de lege sur les joins.Entude,poser et etia ser en laude la tole d'emhdreilee/taie ode 1/ ) de large dams lo jai de nsuveme t du support en sinter le nide a havers.Eiduke emsuite dune sero muds de HYDRO BAN*igdde de moire a encopsuler completement lo RESTRICTIONS 1.Ne pat peer sur des fissures***relies,sur des fissures a=Nome*vertical hu sur des assures a mouuene t horizontal de plot de 3 awn(1/8 po). 2.Ne pas other en tint que membrane M cowm a ne*are Mew dun space d'ha6mTaIion. 3.Ne pm Mise en tont due parevafper.(Pox Is bats de vapory us couhe pampas cra'imde est mecesae.) 4.Ne p exposer a u e plosion hydrostafque tom,a ds sakes paw*outdate on a ds colons. mull per,mottos un t 5.to membrane Boit em couvete de canebabate, ge per, ,drape,terrazzo ou oute*dace ptatectico. Pour cmerm de protection. 6.Ne pas exposer b menbrmne dkectenent co soled our arc idenmperis padre Ohs de 30 mother renforce suds en bus a simple muds,des bdQsies/daldss/bmas en mrhecia co outs bl� .D�as , du e de 3701 our mother 7.Ne pa °pros' totted plashes pa des moyens mecarem3s.Pse la membrane u e fro quo le mother a dud et en est*Amine*sec. you R spas 226 mime r��ede raddt µor rani*3701 sur mm gnlogefoaed HYDRO BAN*paw b posed°baaa daucme. 8.Casuller les hods ob b8arment boax et ablenk lends les metal=tetpises 72 hours a 21 21°C C70°F)aurae de peer HYaLO BAN*. 9.lams*les mates/pins iris(cotsst:ir a dedua paw plieiom�e)menthe pendantvisite!de poser MIROhB Pour plm de reseigne ants sur HYDRO BAN*,consulter la Fits ledxiiue 663.0.Pour obtenir les fides signdelq us, RE mtnre k les zone deaodenm*d. MARQUE:to concur/ de dsagta iia?deal*et spec ter ds coma de Felder*dies Pau*Melte et dmrtiodems 1 HYDRO aura Bapmdom g.&colacAur las demkctem 3701 lade mmk mime HTDM3 tor IAIRRETE 254 Moo roe wank SSPE�AIOCB"F110;o Cook' • 1. Ca */no/kW Coinelcoulemaaajmh6b e al'm' ie°Upi0"0 Emus do swop ded ado UJASIr I. HYDRO BAB• Cokdeur Detail 1 ES-WP301 Detail 2 ES-WP302 Mon bredemllugmup6bbsde Woo HYDRO BAN• lobe de gibe 2M Woo HYD LW 254 PM* Curls*SPEOlthOCI"PRO;o balm les jirds bs p1a (odePERMAcoLor podia mWgad b 6 laky kid do do**ou pima Tule 6cbariggaupiag t - s - • Detail 3 ES-E109 Detail 4 ES-E.114 IAASA' 254Pb14um 254 Pipette Cot&de dope JOINTS DE MOUVEMENT lrl 3701 Udeg todiergm<orco Aq,er one pinereuse coin de DRO WI* HYDRO BAN* HYDRO BAN,d'eiMmn 200 mm(8 cure"mow PRO;o Cam PERMUOIOR' 3701 lido reorder Word 254 Maim po)de huge sof les joints.EOSI®te, Bopdtoetbongo mngns& poser et erionter en boucle la tele Tie dedroeionouOno Cock deaolole de rented de membrane d'etanthe 1111151r de 150 mm(6 po)de large dens Coale*SPECTRAM°PRO;o Coolie le loint de dilatation du support en i t r PERAl1C010R' (q'�nt suinter le 8 tealel5 r r TA de C610010 oar pima re etlAdle d'IIIe seootale caudle i de HYDRO BAN,ilpnde dk mani6re encapslder caltplbtenlerrt la tale. . Detail 5 ES-EJ10 Detail 6 ES-WP300 *Brevet d"limdnn om6ricon no*.:6881768(et wires brevets). •Brevet d'eenllon omdercn no°.:6784229 82(et MANS brevets). 8 ESTADO Da SUSIRATO 1.las superfiles deben ser estomuninove firms,estabis y b suficiovemerve tilos pore soma remreslimier°meromio,de piedro,bile deksdo y acabadas srmlaros.In d f n del sushmo con cargos vies,motes y de impado,irduidas los sagas concentrads,no dobe samosa de[/360 en insulations de boobs/ °lignites de rape delgado o 1/480 en iuidaaares de piedra de°apo delgoda, don631=lonplud de tomo.Pao los isolndames verhodes exteriors sabre cormucciones con cameo,b dello*dal sust°o dm arms ems,mums y de ingado,irdryerdo Is aims comemmdas,no dabs"imposer de 600,en donde l=brgtud de isms.2.Pam irnadodones de rereS'miaaIE cabri o de caro delgado aando se use un Wad d diem base de c mento,imduido m nneero pan nosinimto manto pesado y de gin 11600, book(tmmblan oanddo coma morlao de sopa meds):lab*maxim pomade on d storm dd nmsi iero,pan reeesirriarto alnico corm bodes ideriores a 375 mm(15 pig.),b sob*Malmo pumilda es de 6 mm en 3 m(1/4 pig.en 10 pies)deeds d plaro rrmquerido,carr uno vaiodbn no mays de 1.5 mm m 300 mm(1/16 pig.en 12 pig.)condo se nide deeds las pumas dos en b superficie.Pam me***cadm ic°con d memos m bade de 375 inn(15 pig.)de brgMd,b vaiodbn name pada es de 3 mm en 3 m(1/8 pulp.en 10 pies)desde d plan regarido,con ua mix*no made 1.5 mm en 600 mm(1/16 pulp.en 24 pig.) curio se meds deeds los punks dos en b supofide.Para uidades de smstmos modules,corrin pinatas de modem collimatpad°gado exterior o mridodes de manposieVa de horn*mmiguns,no pada hoar urs Annie en dtuo mayor de 0.8 inn(1/32 pig.)erre is bodes cantos.3.is copes de suss*Oben ser mikados roe Imo de rondo°o s ommolte con Imo de mare.4.la oxmkdad mutdm de hurredad en d biro de homnigen no dabs wader los 283pg/s m2(5 N ras/1,000 ris2/24 horns)sepal b roam&WA F-1869 o d 75%de huaedad rebase medido con sondes de hunk Carets&d(Mikado diel mobil de tennimdendelete mnar d mote ids ma'am pe m s�bb de hmmdod de los sustcios qua se envied=daboia de est mooed.S.las mobs s deism toner um tempaaium entre 1°C(45°f1 y 32°C(90 Tit.Drip uo po uta dim 6 mm pr 0.3 m 0/4 pulp.pa 1 pe)hello los drengas.7.las superfiles do horn**y dbon lerb deben est°tires de comprestos de ar°do,pimm,oklores,repelentes de ago u oto to de totammoti qua elite qua b membrma se striae.8.hiss de modern tommt°dmop°do(sob en iraiores)-=shoo bn mianro pan ua almsion dram CONIRAPISOt Mabe cormdnpab g°63 exterior de 15 mm(5/8 pig.)de espso4 madrlrmAradn,sabre *pates de puce de 40 mm x 240 inn nombdes(2 pig.x 10 pig.)egrodadas o m mine ono de 400 mm(16 prig.)err d aorto; b modem oodeadopada a 150 mm(6 pig.)en d arta o b ergo de los extremes db los hairs y a 200 inn(8 pig.)en d omen o b boo de los sorrow i uredos con oases am mums daises 8d(65 inn)o tonics,dole un°spot de 3 mm(1/8 ruing.).)entre las holm today las halos debet ser oratadas pa los niembras Bowdon*regia los hops o los*ems s roe airmim para mrmucti6r5 SOIADO:Madam cont°dnpnda grade exterior de 15 inn(5/8 pig.)de sepses fir a 150 inn(6 pig.)ern d centro a b boo de los emomm de las hots y a 200 mm(8 pig.)on d moo en d ries del pmol(en ambos dodoes)des)con dans con Duos claims 8d(65 err)o took dale m espaao de 3 mm(1/8 pig.)onto kis halos y de 6 mm(1/4 pig.)erred rise y los supedreies anfgus;denote los urians del soled°en rebdbn a los orlon del aortmpso y dome kis miaow erre los mamas de las halos;papa d salads d antapbo con admesim pea cootucd6n. NOIR:No dobe almtis°a baba de patios,tdmbo de Autos fns,to de vies atentdos(OSB),km,*a mix,moire take°o p esibn o qui darmmno,Masai&a nradoo duo Co su ie kis decals completes de los piss de modem mrrtadopada en b espeatimdan i6Mo 152. PREPARACION DEL SUSWRA10 1.Ermine polio,sudedad,omits,pass,p'otaa,kidoda,efloresaendo,commits de made,seladores,repabmmtes de quay otos modeles aloe eke b a&mrenda.las ncasonas de planed medicos deben ester tires de ocefe, gram,Aida y cualgier oro material qua puede Mob alarmda.Daben reset's°con papal Ep o an m ceplo de imine. 2.Hmmedezco los srparBds denies y seas y mire d mese de opt b minima puede Midas°sabre ung superfine Moeda. 3.Utice 3701 Madero Foot:ado de Cepa 6musr o 226 Moore de Caper Gnaw con 3701 OW pax Morons,o m sable Ilex pore pamlrar,hoot dedrues,rmimeb;*nu o akar bis smsirees.No dabs duan sobdos de yes°o astdk. 4.las superfic s de r mstimiereo°admioo/pato,uidodes de m ompsoeo de hornigln Maleo imam de tomenta exsients debet 1mpiase y mobilo cm uo spade 3 me(1/8 prig.)do espsa de 254 Pbfi um Admesivo Mulfise u oto uretero de cope d nki de Vox adeoado. Herd eteelas eeasads Cita Pam meg,fab pas mezder,odic de pier con aiino de(elpo°spas°,bondap lea rodb,Indio pan pita,aiata pea oga y spa* ADHESION'A SOUDO DE YESO VI 1700 CUE CUIAPLE CON LOS RECUISTTOS DEL TOM: Los wades a base de yso aside deben armpit°tee is requislos del Cassia de Reeesidenirs de Naeamddco(Idle(cool of No*knob),TCNA)rebno c dos ram b resstendr b b mo ed&y los requisites de desemparo de ASTM C627 pan d del de swat admix*,dsigmde pori pndesad de dsefe.8 espsayd diode de apicodln ddwide deyso vatic vain Consuie losrerormrendmdo es specks del Melee.El soak dobe seer sero y anode corredmara,se*kis reco mmenixims dd(abdtano,pare log or ua isob*pam°'mere•Ins orperkis qua se carotin deben este Imes y ser somix°hnente fins,Memos de anger an d esexix de&Roden emaana pen Tach de 1/360 pea meminiento o3dun ora y 1/480 Pim pads bap b mgr oto sickle da.las lues de mons&en debet insider de made ton los pads molieddas por d ANSI/FX Aptopm d sa la del bmbrioate adeaadoermte o u o caps de Primer HYDRO BAN"a ods los smopedrdes qua reci&HYDRO BMP,en Lino proper*de 1 parte de MfWO BMP dkidb en 4 ports de age conmme Topic y fila.En ua aeobee Tapia,mezdea bapvobddad ham diviner ono solution homogd era.El prinerse puede aricor con uro broda,on radio o on pthedzo a pan bgaam Wer ohms.Apeyre lo spa de Moor al pso en uo propa°ln de 6.1 a 7.5 m2/10150 a 300 pis2/gdbrm)de HYDRO 8AN diuido Dep grab cope de pine(segue pa complete(graanadamrerrte 24 has,deperrderdc de b lampoon dei setae y dei arrrbim°y b hrgnedad).Desks de qua se segue,apigmm ds cops de HYDRO BMP d area gra matt d rimer,de aaardo°mks pmts eddieddm on alio°sperNioodbr►y en DS 663.5 Irmstucdons de iodation de HYDRO BAN. RUMOR HYDRO DAM Trampled*prods Para ,Otos hie,pints do caMral y mimes(wo b bsiredae 1k lime orbs kis grime dd smsirmo,is rota his,los jolts de antro)y bis uniorres hate bgrmr m aaAode Fsa uhtamdo m maters de cape dolgada(ord`iado an latent.Comm meed°(Nemo pea oda los giois dd sustmo,is juts bis,Imps de carie y uiaos de mares de 3 inn(1/8 pig.),pique un nape obndate" de HYDRO BANS lq ido aprammadmmente de 200 mom(8 pig.)de oda sabre his pieta,juts o micas veilc do qua cels se memo cormloomem lens de HYDRO BNP TNid°.HYDRO BMP se pude aplmr con ma bmxlo o radiode pima(de(opo guess)o ono be d need°en V de 5 mm x 4 mm(3/16 pig.x 5/32 pig.).Um ea aloe b limo°rpm este seta y lova adgridb m neo vont aim uric mine,apkpe ua sego do cos abundance"del k ido HYDRO BMP. prole Pia palmettos,swim y Kasideea de /Pb0 db 3 ea(1/8 Pia de arse o was(ma as leahadomes R y 4):Ilene toils los prinetrs,esgirrs y tamsidons de pored/pilo halo logs m monad°Ise Ando m mortem de apo duc e(a6fiordo am later UUOBE.Como aeenm3lea poo ods Its pobrmos,maims y transoms de pared/Pte con m espem de 3 mm(1/8 pig.) o mends,torque u a cepa dud*"de liuido HYDRO 8A1P en mints,esgrins,unions,pea y mmmbis de plan del strata de mprox;nianemte 200 inn(8 pig.)de adeno,aseguri dose de qua d mime,b asoma obMasi*depared/pyo seencuetren!mimeoImesdeipidoHYDROBAN'.HYDROBNPsepuedeapneaconuaanodeoorbdepint((defel)opuuma),uaImodented°mVde5innx4me(3/16pig.x5/32 pig.)o con m prluer zado'o pesiin.Una vez qua b pins°rpm est°sem y boyo alqueido m iso merle aim uionne,op*um node cora&underlie dd iquido HYDRO BMP. En mimeos,evokes y tarsidoas de pared/pso de mos de 3 mm 0/8 pig.)t rod:an so puede*orb Tab Inmermeobizmte Y de Pee*AnlTmrrs.Dobb d tow de Tab bnpermreabizmie y de Poiecd6n MGfiars de 150 rim(6 de sale pa b entad y aolbqueb en d tquido HYDRO BAN",deprdo 75 an(3 pig.)de tab sabre los prods.Apique uro sogude cape mbumdonte"de igmrdoHYDRO rogie b secdbnpde olor elQozAON OE de refugia de Toa y de Prateal6n WooPara Monet etas ostia sabre d taiariomk de jutsmeio de mameo en los perimeters,estp.Mmy condos db plan dd sustmo,a ^Nsta 1:Q aspesm db b Inineda s de 0.4 mm a 0.6 inn(0.015 pry a 0.022 pig.),15 0 22� de peTeiO humada pre veriimrdespesa;el consume podaopmesde apmanmrdanmome 0.41/m2 (0.01 gd./p°2);d renimboto pa carpo es de°pad mmadomente 2.5 m2/1(100 iios2/gd.).Apkodo diener m ospsod ted sato de os a 0.8 em(0.02 pip.a 0.03 pig.),20 a 30 rids,para m trod de 23.2 m2 pa coda mato de 18.91(250 ps2 pod abet db 5 gems). NOTA:Para anger d rendirie to pa unidad,concha b Amex&impress en d amuse do igdidc HYDRO BMP. do Tioemiente preub &maim(vain d deals 1):los boils deben ser do tiro de silo de elation,can themes pm b sorb del age de amide a b tomo ASME A112.6 ue aide no amo(C and segue iqui e drededer axd6rm ysabre b nrlad' del olio de*Von del damp.Unaimquo bpimmm rape estasoca y hayaadquirdo monarda aka unfeminine,ro eo con uosqud°cam de selodor,[per demob,IAASIC can wadedla%9118 Pined,inn d Pined°demob en d ami del donde).Insole b dad superiordo°nib desupabn dd trends.Pam abtener mos Mom**acerin de cbmmo aptcar d in mien*del drool°,aasuhe los dabs 1 y 2,1a Mdodbn 7 y b slob de INSWM06N DE ACABADOS. con m mortem de sopa dogadb feta*can iatmc adeardo y days sear Tram o kora*Madam(ma la islradln bk Mane kis espods sods*deb de los tubed s,ku°s y arts pomnoaams 'desks Mouse)Amigos ua cape abudmk"de Iquido HYDRO BAP enclitic y*dolor de lo pmetadln.0to°06n es coixr toms deTelr Y de Protean haste qrr se: (Ped den*, Plato HYDRO BNP.Rea&con um sopa drrdat°dal product° ' HYDRO BMP.iia vee Nquuee�b primo°cope asitia sem Y hays adqu Me m oro°oar verde°ko,reaubm Artfiunos de 150 mm(6 pip.)db ado en d iymrido Gado` sub d es m• (por tomplo,UO gr SeM or axe UmISII 9118 Pm ed.Pam diener etas iionmodbn aconin de cotomo n uasagudasopaahudaee"deiqurbHYDRO BNP.Sis monkodea elNine ltod a potatoes,make bisection 11S NA06N DE ACABADOSy el indutdo poo el 6. 9 Swage de pietas(ramdlnients prdlk H piste de seams*de(Malas se dabs apioar am un Minicar dawns d mac de b pieta o d rimistiniento cefimioo qua se esti ballade.IT►arestiniemo eatdado sobre b pieta no puede este no aorrac°can d homig6n. Sipa d/dodo F125 da TOM pram d itatmiedo de piens ultra del(odm,geltabs pa'coma n flunks s de armed o de carte de sten Apique uro apa abudmrle""de HYDRO BAP de,cone remise,rams(3)Naris d rade del remsbimro canto con ua brach o rode de pima y dale seta Deses%de qua b primes area end sem d talo,oaken mea segundo cape rindmle"de HYDRO BAP sob°b Mara. Oka alternative es epics mire b pirio caro camp abundant"de klub HYDRO BAN"de Cres veers d ala da mis►iniemo cent)con ma bmdta o m radiode pinta a Maid inmedommenie Teb 6npermeabtaorme y de Rmecdbn Anesoos de 150 mm(6 pdg.)de coda en d Indo sobre b pieta Presiare fimemente can b bract°o el alb pea qua el iquido pante.Apkque de imnedato olio masa Maine"de iquido HYDRO BAN' soles b tela y dela seal.Cmod se Ina secede a primer tratanimmo,apiece ua cape thu dime""de HYDRO BAP soba b pima mina cape oda can um broth('°m radiode able y dale seta Troia blunt mos proximo b grief,lame fife ode cote de seen en b istabdn*n de b piedra o d ressinnent cesbaioo can LATASII.'Salado. A H answer deb sopa humedo es de 0.4 m a 0.6 mm(0.015 pule(.a 0.022 pmig.),15 022 cis,mice m madder de pieta l iommed°pare vertex d°spasm;a consume pa cape es de opradmadamade 0.4 R/m2(0.01 gollpie2);d mandmieot es de aprotdmadmteme 2.5 m2/I(100 pies2/10.).Apimdo en dos arms para oftener m memos told sec de 0.5 a 0.8 scan(0.02 pule(.a 0.03 pulpa,20 a 30 r e,utile m madder de peiatb hrimeda para win d answer,d consume pa cmc es de apratinodmnmme 0.4 I/m2(0.01 gal/pie2);el rendmmient per cape m de aprmusa la a 2.5 m2/1(100 pit2/pili).Apicado m dos arses pore dmaner answer total sero de 0.5 a 0.8 nen,20 a 30 mils,pea m total de 23.2 m2 per coda dela de 18.9 I(150 past pa estate de 5 planes). Aplicadonp1Iedpd HYDRO BAN'(vas les Undoes 3 y Sk Deje quo kis bees prnob ante midis sequin d talo.Apkque ua carpo abmdwde de iquido"HYDRO BAN'can ma blab o no radio de pintm sokel susimto,irrduyendo kis(mos previannente wombs.Uganda to membrane sobre los embalm y esquires train,de made qua tiles frees tengm dos capes de bide HYDRO BAN'.Deje quo seque d facto, aproximmiamente de 10 2 horns a 21°C(70 y a 50%HR.Apique eta cape&underlie^de iquido HYDRO BAN"sabre toile b arpmfuie pea seller b nambrao.Guido b din cope Kaye seceded tact,rye qua m b superide final no Iaym queddado pans,espados ahie ios,skins delgodos u otos defedos.Use ma madded atiaond de bide HYDRO BAN'par sob los defedos.Bebe trate prodomento los pedmmros,adios,urtiones y junks de pammo se doairibmtmianente. Proteadin Neje b membrane redo lambda contra b mmosiabn a b Iwia o ogua de atolgnim deo 8po perm mime de 2 hams a 21°C(70°t)y a 50%HR,incise si se enemea ciboria aria ren ua cape doted°de revesnmimmo cerbnic,piedra o kok&. Priebe de estongeddad Ponta hurnedm.En temporal=cala mention°nto 10°C( ypar temple°�21°C(6de 9 I),dojo mar 24 do ca b pruefa de esimmeklad,piedmonts demob des enqueilad.8 period°antes de inkier b puha de esiaqueidmd se m�iemm a caattabimr undo b moraine esti soca y hoya adquiirb m Gra rode Dime mdamne. TIEMPO DE ESPERA PARA(=CAR a REVES11MIBITO Susiroto 11e ape de eapmo poo cobs el remade*(en mummer Honnipbt 50 Prod de cemmmo 30 NardRad 15 *Una vez dada b squad°cava a 21 C(10 F)y a 50%HR.8 tempo de aspera pea calcar d reisliriemo void negro d sushaoo,b tmrtpmaks°y b hmtadad saliva. RNSDILAOON DE ACAEADOS de litax.pep sue b nano fragiledurormte 2 teras a Una vez qua b membrmo hemsecado al tato,puede istaime mvesfniedo c dmic°,pionao drip madam)el mitorbdecosi dated°con m modem de cape delgab 21°C(70°F)y o 50%lit antes de cub can hormigon,m°dmo de masa passe,capes meows,onsets,cab it ie n s,adieus epi°Moos,tame°,o pros floras o de mime seniles a b hmmedod.No dobe use missives a hose de sol antes temente sate b membrane. Dien jo y pmakodorto(vee b istdan 7 y el dada 6):Deja m eapado mi*e o de 6 mm(1/4 pdg.)metre bs duemjas,hberios,bras y mhos pmtekadones y d reresinimm°amimia°,predro o bottle dtamdades.Uiice m selodor adeaado(pa ejenmb,118A511.'mor IA>ASE 9118 Rimer)y m codin de kis*de assume pas aim el(spade;no otic madras pea Mies,de dem de Moos ride cape delgoda Was de antral los isbbdonesdenwesinicto maim,deny bib deben in:WOWS Taboos de selodor sake=buts junta de cordial del sesta:M.5in entergo,Im kmas relenm de s i Mail de posidpin: �, haste ana(banal iptddado de ua plaza derweatiMento,desde el slio de b Onto de control del sm oto,afin de rpmmix&can d patio del modem pm betas Juntas de mmouiniento de navirimmo del sustotio(consuls bs dodos 4 losrtstdadatm de miesitibmomirico,DiadsybrHodebetbid Inas de meads talo cabs partakes,aspires,m mos antics de plmodel susrdoysobre amlprierOsco y5).Tani&se maim ins de matte*en el reaskriento mambo,pledia o bib en bs penekos,en las superficim de cadmic*y en los pommies,aitemmlosdents mdAimed del CaseydeI n'ientmde Nodeamirial(fie Caul of Nara bake,Inc.,TM),mitadr de isiabdifo El171.Nom melon de respddo de espmra y m slake(pa ejet>plo,tAIA it con I1I1511.9118 Pieter).Not same las Ommos de medniont;Apique ueareaeudmiedeHYDROBIW'de200mn(8pig.)deodaapaoinadatmanlesabrebsries.lsgocalquey°sepalmtmmzodeTeahtpmmteabiarteydeRotaadinA nsmasde150mn(6pub.)deadoenbtomode meinimbdel smstrdoypent quapoke haste bpate nen.Tonneapk douase(mdaapodalpmontoheidi3HYDROBAN'demaderyebTebinperialismaydeProtaodinMti'smmsquaketomhtemmeencomia& 'mil 2 "S---"qm 3 fti _pp $U MS w-Y■ s.araan-Ls Manx*Oat°Mr4 a°r r°ruuM°r aw agrdataNwa°w+M° °�pks yayaw..yas Odes IIMITAGOIMS 1.No dobe itstabse soba°ri s enamels,pins can union weld ri gimes con ambient hound de mos de 3 mart(1/8 pulp.). 2.No dee usese come membrane print sora teams soba espo i s oatpadas. 3.No deme uses carte bores de wpm.(Into los silos de water dabs asase um carpo sepatrnb de barna de vasa). 4.No manor o presidehiaastifim negative,sowmmesde hula ri aromas. 5.1a manthca deb.abbe can mina minim,im,pmeda,bdalo,bormipbn,modem n"ok d°r'lmtmo u otro supeicfe protctaa.Pao protedin*mod,utice eat table. 6.No eponerb membrane mfiedamrmbtle alsolo 0 bMenpmie pmrat de 30bim. 7.No stela bonen sabre picas de modem de uo sob cpm,Ones,dude o fabmas de mato tnhaaapado u Boas conshadonm s;nribns.En tales cases,use 3701 Mateo ForhT'ioed°de Cape Coosa o 226 Modem de Carpo Gaeso cat 3701 Adria para Metros sabre nide smut MIXI*0111903• b nmembam uta vez pre d mortar°hay°ennead°y esti b subalternate sato. 8.Revise bs cadges de caskuodbn loan yoblige lasided&pa pate de las outs dxlma hsdembarHYDRO BAN'en Immdedabs. 9.Deja seam los materos/eon(aro b mrtssleoda de mezda baa tongue)duns 72 hags a 21°C(70°F)aces de insider HYDRO BAN'. 663.0%le vmnmw.latancom pa condor lairform&delahop de dates deseguidaddel produdm. PoaaMmomnttsidmradinoaarcodMIDROBAN',00sultebaleaadopaaeNia4uebsaadidosdddtmgesetapanmbsauoasdel dreoge. NOTA:Elprobiondde&oliooespemikodosdebedadayespen pow 10 IMICIETAMOkardiAnillo de sebJecfdn del drensile Base del drenaJe 3701 Capp de galorefaU"aado [A1KER*HMO NM INCH 254 Piton 6mrio halo*UIIREIE 5podiaLOLk° Po ISOM polo hada IA1NRElE METE NAGSIL' bethinks cadliM Comb Collsrin de dreneje electable ()pleb Anillo de seieoidn del dreneie LATICRETE L tee1l LATICREfE Bodro Bane Deialle construclivo 1 ESWP301 Defiie conshudivo 2 ES•WP302 Canaan boo da nmol do coos de dam Judo pa tdai de adioddod IAMREIE HYDRO BBN" IAIKREIE 254 Robb NAMIEIE HYDRO BUM IAMBI 254 Mall ludo'IAMRt1PRO;o modem pp1 SmnpbkolOCP ide 6' olds aaano can bob UTK OE PERM1Wtor Gar IATNRE1E UASIL' IAIKIKIE IAASIt' teissTwiiala adndcos o bib boesibYmos((dribs t o pie& t e I : . . , . Detob contract vo 4 ES•EI14 Detolle conshudivo 3 ES-F.109 MCKIE UASIL' IANIBIE 254 rdiaon IAMREIE HYDRO BUN° UIIRETE 254 Mutt 1 pE�&our°modem ova 37111 Cope do Mateo Fod6mdo hetes 1(0 e10111�iIBItOC 3701Capodo*deo Fo.0kodo °pique um cope *Ante de wm6rialaadndae boo docordial dovile doboo IAIIREIE HYDRO BUM NYORO BAN'de 200 nm(8 prig.) °oda UTN2EIE 254 Man de aide) oproxi adomente sobre • Oran de rwpddo Y rake comptimible 103 Groes.largo,Massie Y osepure t J J trMREIE IAAsu' lo lelo de reborn deb Me nhoeo Rb*IATICRETE Or O o modem ow Junto LUBER inpemtea6i ware de 150 mm ?Educator Orad' (6 prig.)de ask y pemdlo rue • aerie Mtl06011d"d006 perahe lash la pale mdeior. - Tem**("kandetoseguda coo i do HYDRO Bar de mode quo b tela Deice conshudivo 6 ES•WP300 geode tokimade arapsuloda. Detake conshudivo 5 ES-010 *Potanle de Wooden de los Estodos Oridol No.:6881768(Y otros potenfes). r Potents do iwaribn de los Estados Oridos No.:6784229 B2(y otos potentes). U1ICREEF 6danoliad,hc. One UQICRETE Pak Nath,Bethany,CT 06524.3423 USA•1.800.243.4788•+1103.393.0010•www.laticete.com 02015U41018E Marmnmd,loc NNhode dab coo do Ireolood posits of dot rooky bona, D5463.5$.5:114215