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HomeMy WebLinkAboutXR2023-2393 - Alternative Material & MethodsX v- la--z -Z-Zfl S CITY OF NEWPORT BEACH RECEIVED BY COMMUNITY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT BUILDING DIVISION OCT 022023 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 CITY OF NEWPORT BEACH CASE NO.: FOR STAFF USE ONLY REQUEST FOR MODIFICATION TO PROVISIONS Poo13'oZ09 # Stories ' OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) Plan Check # of R.3 OF THE NEWPORT BEACH MUNICIPAL CODE Occupancy Classification 5FR t (See Reverse for Basis for Approval) (Fee $306) Use of Building # of Units Project Status PG 0 REQUEST FOR ALTERNATE MATERIAL Construction Type V- B Verified by 17 R •H. OR METHOD OF CONSTRUCTION No. of Items (See Reverse for Basis for Approval) (Fee $306) %3010 Fee due For above requests, complete Sections 1, 2 & 3 DISTRIBUTION: 25- Owner Plan Check �.Q•N. below by printing in ink or typing. ®-• Petitioner ❑ Inspector ❑ Fire ❑ Other JOB ADDRESS: PETITIONER: SITE ADDRESS:1819 Newport HIIIS Dr E, Petitioner PJEN N0ROWZ1 Owner Paul and Mar Kin y 9 (Petitioner to be architect or engineer) Addres40211 Avenida de las Banderas # 200, Rancho Address 1819 Newport HIIIS Dr E. Santa Margarita, CA 92688 Zip Newport Beach Zip Daytime Phone ( 949) 945 8367 Daytime Phone ( 909)257 7040 Email: INFOaBNDESIGNBUILDINC.COM 2-1 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. PROVIDE AN ALTERNATIVE TO THE CAPILLARY BREAK REQUIRED BELOW THE CONCRETE SLAB ON GRADE PER CGBSC 4,505.2.1 WHERE PART OF THE EXISTING LIVING ROOM WILL BE RAISED THE PROPOSED ALTERNATIVE IS SIKA MB EPDXY MISTURE BARRIER APPLIED TO THE SURFACE OF THE CONCRETE. $S 3 JUSTIFICATION/FINDINGS OF EQUIVALENCY: CODi ffT06,23, (G% B S C WHEN SIKA MB IS APPLIED PER MANUFACTURES INSTALLAT IT WILL PROVIDE THE REQUIRED PERMIABILITY RATING OF 0.06 9/M2 -24 HOURS-MM HG,FOUIVAI ENT TO THE CAPILLARY BREAK Position Engineer Petitioner's /A/ Signature CA Professional Lic. # C 83060 Date: 09/28/2023 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: CBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.8 Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Date 1- Request (DOEEOT sen any fire protection requirements. equest (DOES)ssen the structural integrity The Request is: ,Granted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: CHIEF BUILDING OFFICIAL tion Date /p — D9 — zo&3 FPosiSignat Print Name_ 99�1�E 1+4Aa. APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statement of reasons for appeal and filing fees are required.) CASHIER RECEIPT NUMBER: 'KEG'' - 0 �(bD(q ' %L2 ✓ Forms\modif 08/21/23 Guidelines for Approval of Alternate Materials. Design and Methods of Construction Basis For Approval For the Chief Building Official and Fire Code Official or their designated agent to approve a request for modification or a request for alternate material or method of construction, he/she must determine that special, individual reasons exist that make compliance with the strict letter of the Code impractical and that equivalency is provided. The resulting condition must be in conformance with the spirit and purpose of the Code provisions involved and that such modification does not lessen fire protection, structural integrity or occupant safety. The applicant must provide sufficient information with this application to allow the above evaluation to be made. Requirements for Submittals The applicant design professional shall prepare a Written Report that describes the alternate proposal along with the applicable data listed below: • State specific code provisions for which alternative is requested and why request is being submitted. • Describe by code section those provisions for which alternative is desired. • Compare the proposed alternative versus the code requirements in terms of structural strength, suitability, effectiveness, fire resistance, safety and health impacts affecting the building or user of the building. • Demonstrate that the proposed alternative is compatible with balance of code requirements. • When applicable, specify how authoritative consensus document(s) are used to substantiate proposal. (Reference draft ICC Building Performance Code Commentary Section 1.4.2.3 for background information). • Provide assumptions, references, and documentation of evaluation methods utilized. This includes intended use, input data, anticipated outputs, and limitations of computer models and other analytical tools or methods. • Specify when and where special inspection and testing are required and the standards of acceptance for demonstrating compliance. Show how the proposed alternate, if accepted, will be identified on the job site. • Where land use restrictions and building setbacks are required, deed restrictions may be an appropriate method to ensure continued compliance. • State how and where alternate proposal is incorporated within construction plans and prepare plan amendments as necessary. The design professional has the responsibility to coordinate all construction documents and ensure compatibility between documents. • The report and design documents shall be dated, signed and stamped by the design professional according to the plan submittal procedure. • For alternate methods of design requests, the applicant shall set performance criteria for his design. Performance criteria shall be reviewed, amended and approved by the Building or Fire Code Official prior to start of design. Alternative Design ReviewNerification The Chief Building Official or Fire Code Official has the responsibility to review design submittals for compliance to the adopted codes and procedures. If the Building or Fire Code Official does not have the expertise on staff to make a thorough and competent review, the Building or Fire Code Official shall select a consultant that possesses the necessary qualifications to perform a third -party or peer review. Cost of peer review shall be paid by applicant to the Building Division prior to commencing the review. • Verify that all applicable information and justifications listed above as requirements for submittals is received and verify that evaluation and design methods used by designer are appropriate to the alternative proposed. • Verify products are being used in accordance with their listing conditions as required by recognized listing agencies. If not available, require documentation and/or testing to demonstrate compliance with intent of code and intended use. • Evaluate performance of material and possible flaws that could affect performance of material in its installed state. • The reviewer shall document that the submittal has been reviewed and accepted as meeting the alternative materials, design and methods of construction provisions of the code. If the Building or Fire Code Official is not satisfied that the applicant has met the conditions, the request should be denied in writing with the applicable reason(s). Inspection/Field Verification The alternate proposal as approved in the construction documents must be verified by inspection, and, where necessary, testing as follows: • To verify that alternate materials, systems and fabricated products comply with accepted design criteria and the manufacturer's and engineer's installation procedures, inspectors should check product labeling, certification, quality assurance processes, and testing, as applicable. • When appropriate, an approved third party quality assurance inspection and testing service may be required for continuous and complex inspection and testing activities. This is intended to verify that construction complies with the code and the approved plans. Appeal from the determination or action of the Chief Building Official or Fire Code Official or their designated agent may be made to the Building and Fire Board of Appeals. To appeal, the applicant must provide special individual reasons that make compliance with the strict letter of the Code impractical. Appeals or ratifications pertaining to State Disabled Access Standards require complete evidence to substantiate that the proposed design is equivalent to that prescribed by that standards or that due to legal or physical constraints, compliance with the standards or providing equivalency would create an unreasonable hardship. Appeals must be submitted on the Appeal Form available at Permit Counter accompanied by the proper fee. You will be notified in writing of the appeal hearing's time and date. 1 1 BE IN m I]d' w 2 9'91Q' 11'1012 Ala III � I o I ties n I 9 n YJTLHEN II I B— REF, 1 M3 m u RAISE FLOORING MATCH THEOININ Rowe WP L - - _ N LEVF_SEESEO. 9 DINING ROOM un 1z 13 1a II (E) ICI R®REWnST FIRE 1 TO GUMAN 19 T9D2 � O Y -�—b —I ON NOTE: 1v01 LOX]PACi0Ri01S "DISTANCE 19 _VEGBY __ flBBY ALL FIELD INTNERELLL I F JI GARAGE N.I.0 60TxG —,- --I- FAMILY ROOM -4- kff i An. 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SECTMVII, I"O�wwGTAOIE��'� REFIALE IIVI LINS ROgX TB REMAIN I 1 Z3 O sd' Td 11Y '812 Td IR' ARTWORK _I � NOTE: \\ WNINARORTOVERIFY ALLMNESTI\ ENTRY NIIXERELUOX5016TAXCE N.I.0 BAEXD� UG' dl Y�Y OZ j, I 3AR MN]MUM i]S• Gu iXRE91q➢qNP. FAMILY NOON [III A ~9 25R)81LINEPR EANGLA Iry V ------ _/�} GALPOfNNAGG. �/ 26 1 '�1 ;PLWifp BO� J �' UP 20 BOOMMARD LAWN FOOLING J EWE DESIGN B U I L D I N C SINGLE FAMILY HOME 1819 NEWPORT HILLS DR E, NEWPORT BEACH, CA 92660 BEBROOMN B®ROME, I i I h— U ra o'a a.D" RATE: N. xOTE: COTE: 1"ORENARMSINLLBEINSTAILLEONOTLESBi AN3F1 COMPLN 111MOKESCOAlASUMS SMOxEAIgRM 51W.L BE IN5,ALLEUNTLE55lHW 3FT CgIBIFNTON SHONE 8 C0 AWtNS qEV DID REMARNB MR60NiNLV Fl�CM1XE DOMBF11EPATHROLMPER BMOKENARM MAHLER - HORIZONTALLY FROM 111E000RC£TIEBAIXROGM PER ....LEE FIG GC, SECTOR R314 3. INTEROMEGTEDHARDMAREDWIM 20=BO SECTON RSIA]. IMERWNNECTEFORAGGEAREO WIN 1 UPICNY CORRENORMB / B9TlEAY EPORMANDERAGO E / GUTTERYGWOMU ANBBHALL BE INBifLfOAMINIMUM OF 20F! INSTNLEOIN SNd(-NAR0.LS SHALLBEACCOROM'CEMIH yKpKEOIPfiMS g1A1LBEINSTAUEDAnINM1UM OF2➢Fi IXSTAUF131N ALLORMNLE WITH WRIZOHTAL SITANGE FROM A PERMANINILY INSTALLED NWAT2.CPRBwi MGNOMGIA APoA - / HdtlZON}01015iANCEfROMAPEPMM'ENRYINSTALLEO NWA T2. CPRBON MONO%IDEAWtM fAOKINGAPPLIANGE OR PLFASES40W1WilBEIMERLONN 1ONVATION ELTF➢HNMiAQO COOYJNGAPPIIANCEMPLEGESROWTRAT IgNI BEINTERCONNECTEURARWARD - ORPROTOELECTRIC SMOKEAIARMSSPALLBEPROVIOFD WIEH&1RFAY`AMUP _.. ..... ORPNOTOElSTRIC5MOKENARMEBRULDEPROVIORD ALIXB TY BACKUP IN ACCg9ANCE WIF Mn CRC BELTON R3G"SEAI MACCO,�ANCE WIT1A22CAC,SECTIOY R3iA331TFd16 _________ � ________J ExCEI'M IXCE➢iION PL127 �TEKiSTINGFIRSTFLOOR PLANALL RL.IN' PROPOSEDFIRSTFLOORPLAN EXISTING 8L O KEYNOTES ,2 EEGTNEl.0 RACTORSHALLNG ROMEf UGGCONIOCIRCUITS AND CTEBBYDEMGLITIGNTCETNACSOUSSE PROPOSED FIRST gscoNNEcr AUD REMOVE ExISTInG HOMERVN corvourrs ArvO corvoucToss FROM RECEPTACLES WGLL LEGEND �/ 114'=1'-0" R9CKTOELECTRICAL PANELS. AS REQUIRED IN PARTRIONS BEING DEMOLISHED DOOR SCHEDULE WINDOW SCHEDULE 13 REGGIE THROUGHOUT AT CARPET REMOVAL. MACHINE SBRUGE GLUFIAURE5IVE OFF FLWR FLOOR PLAN IG RE MOVE ANY NONSTANDPAD TSTATS AND A GONE DET GS ® iHOUR FlRE RATED WALL- EX. WALL TO FRAMEMATERPJB HARDWARE 10 EXISTNGWALLTO.IM M:pE5R 133BV� n�.,N,. ODOR DIMENSION DGORMATERIALSFUAGH FINISH HARDWARE WII GFINN ¢ OE. E%I... - - - - E%. WALL TO BE REMOVED w I 110 RE0.pVE El,ISTING WINDOW. INFILL R WITH WALL INTERIOR WAG- NAME - wm0%wT WdM He M $IA HN M Fnh MOVE 11'I SEE WALL LEGEND ARE WALL CABINET$ EX DOOR TO REMAIN J ., IFIRs 141 DESLLBNPG 01 6'-P P'-P 3'-0' U-FACTOR OJ.SXGC O. Z] 1pT OEAq E%ISRNG STEPS DOOR GLABB rc 1% REPACE WINI SEEWINGONNECXEDVLE NVMeEN TYPE W H T MATERIAL FINISH FINISH MpTERVl FIN5H - Cwrvrenk E%IERIDRWgLL- ®GEE THE NEW WINDOWS WILL MATCH THE EXISTING WINDOW TRIM. ISO rono o BABBLING WALL TO REMAIN WALL LEGEND D1 s-D s'-e• r AIUMAND Guss FF BLEAR PF u.EncroaO.B SHGc Oz Iv-P T 0' r ALORAND GLASS FF aEAR FF _ _. u- FACTORo].sNGGLE 1GO REPLACE EXISTING DOM BFE ODORBLHEOVLE V Inc Fl Ncca, I ME BUNGo ESIE%ISTINGINDOW DEMO A PORTION OF F MERIORWPll FOR NEW OWR PLUMBISEE LL CANLPAGT INI.C.1 PRIOR TO ORDERING WINDOWSLCJ pg110 RMOVE COVERED WA LEGEND GATE 09.29.23 WINDOW TYPES DOOR TYPES 1..1 BOGGLING GLUMN TO REMAIN SEE sc1EWLE SEE SGEOUIE 1JP2M3 ROOF FIRE RATED WALL sF£ EWLL ,2 130] CEURGASPwqu CEINNGPSOVEMRLHEN TO RFANIN 1O IHR oORBE Pm: eN. - FENESTRATIONS MUST HAVE TEMPORARY 21 PROPOSEDNEWWIrv,ows RA SIDEitro.c. BOUND T'LFE GYP. BG. RA SIDE wl sourvD AND PERMANENT LABELS FOR VERIFICATION 22 momsm NEW EGGER NG M3lMATION DRAWN BY: F.M. w OF THE BUILDING INSPECTOR."116.6(A)(5) Z3 CELITYPE'x PROPOSED NEW WPLL _ 2 UT OS OeD. s NEW ROOF (SEE STRucTURAy ONAWGOOS @1B'G.G. w/YB' ]oe No- 2o'n9raz I I 26 P0.5TISEE STRUCTURALI EASIGFwloGUND InSuLAT.N d12 U'81.11 � IN ENERGY STAR REFRIGUOMMOR VIAWATER UNEIC B FOM EMURERS 3 E%TERIF,I3B Oii2'GYP.B0. 214 36'GAS RANfE/OVEN pNp OVERNEAOE%HAUSTXOCG VENTED TEXTERIOR SEE NEGINNICAL 2X<W000 STIIOS®I6' C. INSULATION R 41 w/ 6'B' PLYWOOD, NOTES ON SHEETA0.2FURADDITIONAL VENTING REONREMENTB 21AYERRURGINGPAPERMPAL lAT1, 2 _ 2.15 US' KILMERGNN WITH GARBAGE DISPOSAL � VERIFY DIMENSIONS WITH MANUFACTURER'S _ ` TIB'WHITE SMOOTH SRICCO $AFETIGIgZING s. 267 2. ADD NEW GAS ADDpROMEDR FIREPIACESEE MANUFACTIIRE PROPOSE, NEW OOLIi a �, ALL AO �w 11 O R ; 3. ERO UNAN. IZGYP.80. BAN WOOD BFFR 0IS, OC GAT, DR INSULATIO wI g8'PLVW000, ■ EXFEPoORWRID3YVV11 2W DUSHNAAHERO NEW STER-VERIFY pMEN51QYS WITH MµUFACNRER$$PECIFICPTIQYs FLOOR RROU, ]R 41 2es PROPOSED PRorosSO NEW STEPS _ WHATTRNIGNIRMETKLATH. wNNTESMWTH siUCCO D -m-c%1r-Rwmwr«rvvw 1 IN —RlrnalRnwv mnR I 1 Vr7 2n,a'� -72%ia APPLY SIKA MR N SEAS AT RAISED FLOOR PER MANUFACNRERS RECOMMENDATIONS � 1 SEE NiCnnECRIRp1 DRAWWGS FOR ALL DIMENSIONS, SLAB DEPRESSIONS, CURBS AND ELEVAJXNS. 2 BOLT HORDES FOR HOLDOMN CONNECTIONS TO WOOD POSTS BHALL BE DRILLED ONLY 1/16' LARGER THAN T E REQUIRED BELT SZE INSPECTOR TO VERIFY. NUTS SHALL BE TORQUED AS REQUIRE)RY THE MANUFACTURER OR 1/2- TURN PAST FROM TGHMESS WHERE NOT OTHERMSE SPECYFIEQ. 3 PROMDE APPROVED PURE WASHERS PER TIE PLATE WASHER SCHEDULE 4 HOLWWNS SHALL BE RE-TGIRENED JUST PRIOR TO COVERING THE WPJL FRAMING. PLATE WASHER SCHEDULE' BILL PIAIE ANCIfOR BOLTS AND HOEDOWN CONNECTOR BOLTS BOLT SIZE PLATE SIZE T x W A L REMARKS 1/2•0 1/4-.r.3- 5/I6- . ]- z I. 0 3/6- x 3-1/2 A 3-1/2• 1. WASHERSHEARS, 1O1 CID WASHERS. SWLLL BE PR... ROF➢ PCmWN�ER P AR S� SILL- `U ANCCHOo BOLTS AN. MR ALL FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING 3 #5 EACH WAY ER.S 2'-6" A 2'-5' 24- AT TOP @ B]ROM 4 i5 EACH WAY F3.0 X-o' x P-0• 24• AT TOP & BOTTOM ] 15 EACH WAY F6.O W-6" z 6'-6• 24" AT TOP Y BOTTOM ALL NEW EXTERIOR WALLS SHALL BE SHEATHED WITH TYPEQ PLYWOOD, MINIMUM, UNLESS NOTED OTHERWISE COMMON III ARE REQUIRED FOR ALL FLOOR SHEATHING, ROOF SHEATHING, AND SHEAR WALL NAILING rmlcu FDDOR sxuTHlw 3/a- cox re.G PLvxaco, GW ENVLEG IPJ. Otl NNLSat 8/6/10 ao�Ao�a�P.r� I y EE 16 , PA" OT PI LD U nF N PE ARCH , / / A I I ZL/-�j= u (E) 3Na30" IMMFM V.I.F. HD - Ix F2.5 3 ssl 2.5 HDUB 41 P05T (E) SLAB OR GRADE --I 7 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 36" MIN FROM PROPERTY LINE 5" COBS 4B ON CRATE I'a- o-M. Pn at 1 SaO C., EACH WAY CENTERED IN SV.B ONCE A. SIR. OVER 1s .1 ISOD-F. COxFaRMiuc M AST.. E 1]AS WER - BASE OF 1/3 MIN, DESIGN B U I L D INC SINGLE FAMILY HOME 1819 NEWPORT HILLS DR E. NEWPORT BEACH, CA 92660 0 REV- DATE REMARKS FOUNDATION PLAN DATE PM: JL DRAwNRY: JL JOBNO.: CA.I3.35 S 2mO 14Mr'!I!,h+i5.�vi<A .v'n v'1?4Nt(���ti F�y�MV �fJ M' 2x JOISTS (2x4 MIN. 2x12 MAX) SHEATHING PER PLAN 2x BLKG SLEEPERS AND SHOT / PINS PER PLAN EXISTING SLAB ON GRADE TO REMAIN APPLY SIKA ME TO SLAB AT RAISED FLOOR PER MANUFACTURERS RECOMMENDATIONS BUILT UP FLOOR DETAIL . . 1 t/B'x14'x14" BASE PLATE w/ 4-1'0 IHREAGED RODS PI NLL 2" CLR. PEN nP HSS COLUMN PER PLAN SLAB ON GRADE WHERE OCCURS 11/2" NON -SHRINK PER PLAN GROUT a. µ TENU TOBOYTOOTNGN/ 4 JOTF, nk 1/2 x3"x3' UPUFT SEE PLAN FOR PLATES SIZE & REINFORCING STEEL COLUMN TO FOOTING 3 SIMP, "A34" EACH SIDE POST IN (E) D WALL PER (E) SLAB ON GRADE TO REMAIN E%ISYG FOOTING TO R'� REMAIN 2' NEW PAD FOOTING. PER PLAN " CUP UNDERPINNING FOOTING 1121 1111 1101 (N) OR (E) STUD WALL PER PLAN EMBEDTHREADED 9' & GET W/ EPDXY SEE PLAN FOR SPACING (E) SILL PLATE (E) SLAB ON GRADE TO REMAIN SHEAR WALL MOOD PER PLAN AT 4x WALL —ALT. FOR 3x SILL PLATE REOU IREMENT: ADD 2x BLOCK BETWEEN STUDS w/ 4-16d NAILS STAGG. E.N. FOUNDATION REMAIN FOUNDATION DETAIL DESIGN BUILD INC NNNN— SINGLE FAMILY HOME 1819 NEWPORT HILLS DR E. NEWPORT BEACH, CA 92660 REV BATE REMAWIS 9 DETAILS OAT 04 25-2123 PM: $ BRAWN BY. IL JOB NO,; .1. S-3.1 PRODUCT DATA SHEET Sika° MB Solvent Free, Epoxy Moisture Barrier PRODUCT DESCRIPTION Sika® MB is a 2-component, solvent free, low viscosity, epoxy for use under wood flooring products, self leveling underlayments, floating floors and other flooring systems that require protection from subfloor moisture. USES Moisture barrier to help control moisture propagation in cementitious substrates with a moisture content not exceeding 6 % by Tramex Method, residual moisture up to 100 % R.H. or 25 Ib/1,000 ft2/24 h (11.4 kg/92.9m 2/24 h) For substrate consolidation on concrete, cement and gypsum screeds Adhesion promoter for old and new adhesive residues in conjunction with other Sika® products Suitable on concrete, cement, self -leveling and gypsum substrates, OSB, plywood, quarry and terrazzo tiles, water-soluble adhesive and cutbacks PRODUCT INFORMATION CHARACTERISTICS / ADVANTAGES • Solvent -free (100 %solids) • Easy roller applied application, low viscosity • Convenient, easy to mix packaging • Shorter construction periods • Excellent penetration and stabilization of the substrate • Reduction of adhesive consumption • Suitable for use on floors with radiant heating • Compatible with Sika Bond® wood flooring adhesives, Sika® Level products • Can be used below floating floors APPROVALS/STANDARDS • Meets ASTM F 3010 Chemical Base Two component epoxy Packaging 2.64 gal (10 L) pail Color Blue Shelf Life 24 months from date of production if stored properly in undamaged sealed containers Storage Conditions Store dry at 50-77 °F (10-25 •C). Protect from moisture. Density 69 Ib/ft3 (1.1 kg/1) TECHNICAL INFORMATION Product Dab Sheet Sika• MB June 2019, Version 01.09 020512091W0000017 1/4 Shore D Hardness 7 days 83 (mixed A&B) (ASTM D-2240) Compressive Strength 7 days 10,000 psi 169 MPa) 73'F (23'Q 50 % R.H. Permeabllltyto Water Vapor 0.06 g/m2-24hour-mmHG (ASTM E-96) Service Temperature -40-158 `F (40-70 -C) APPLICATION INFORMATION Coverage Coverage per pail Moisture barrier 250-300 ft2 (23.2-27.9 m2) Adhesion promoter or 400-450 ft2 (37.2-41.8 m2) surface consolidator (Coverage figures do not include allowance for surface profile and porosity or material waste). Application Recommended Results in Coatings Moisture barrier only min.1 Mirror like finish Substrate min. 1 Good penetration consolidation only Adhesion promotion min. 1 Mirror like finish only Moisture barrier+ min. 2 Mirror like finish substrate consolidation Moisture barrier+ min. 2 Mirror like finish adhesion promotion MUST produce a monolithic, pinhole -free finish with a continuous film. The need for multiple coats is directly related to surface absorption. Pot We 50'F (10'Q _ 60 minutes 68'F (20'C) `30 minutes 86'F (30 -C) " 15 minutes Cure Time 50'F (10 -C) 18 hours 73'F (23 `C) 8 hours 86'F (30 °C) 6 hours ' Minimum curing time, prior to walking on primer/or for applying SlkaOond' or Sika' Level. Application Time Overcoating Application Minimum Maximum Time Window* Sika® MB 8 hours 36 hours (2nd coat) " When Sika° MB is left on the substrate for more than the maximum allowable open time, the surface must be mechanically prepared (i.e. sanded) solvent wiped before proceeding. Pfoduct Deb Sheet slkee Ma June 2019, Version 01.04 020512081000OW017 BUILDING TRUST 2/4 APPLICATION INSTRUCTIONS SUBSTRATE PREPARATION • Substrate must be clean, dry, sound and homogeneous, free from oils, grease, dust, and loose or friable particles. Paint, laitance, and other poorly adhering contents must be mechanically removed. • Substrate must have an open textured surface to allow Sika® MB to penetrate. (i.e. Blast cleaning, grinding are considered acceptable means to achevie the desired surface profile. Acid and chemical etching are not acceptable). • At least 50 % of the surface area must be cleared of residual adhesive and cutbacks. (i.e. by grinding or mechanical substrate preparation) • Old cutback can contain asbestos which is dangerous for the health so do not grind, sand or blast. Refer to the Resilient Floor Covering Institute's publication "recommended work practice for removal of resilient floor coverings" for instruction. • Minimum substrate compressive strength > 1,160 psi. Tensile Bond strength > 116 psi at the time Sika® MB is applied. • Repair with Sika' Level SkimCoat or Sika Quick' mortar before priming. • The floor must be cleaned with an industrial vacuum prior to installation of the Sika® MB. • On fiber reinforced concrete, fibers should be flamed off the surface prior to application of Sika® MB as a moisture barrier. • Before overall installation begins, Sika' recommends the application of several small test patches to determine primer application requirements and acceptability of final product performance. MIXING • Add one full can of component A to one full can of component B then mix with an electric drill and mixing (Jiffy Mixer type) paddle at a low speed to reduce air entrainment (300-400 rpm). Using a paint stick or similar is not sufficient to mix the primer. • A minimum mixing time of 3 minutes shall be observed; mixing shall continue until a homogeneous mix has been achieved. • Scrape sides of pail with paint stick or paddle to ensure all contents are thoroughly mixed together. • Unmixed material applied to the floor will not cure properly. APPLICATION METHOD / TOOLS • Apply Sika® MB uniformly (in 2 directions 90') to the substrate using a medium nap roller, ensuring that a continuous coat is achieved over the entire surface (MUST produce a mirror like finish). • Pour contents of pail onto the floor for best working time. Attempting to work from the pail will reduce working time. • When used as a moisture barrier and substrate consolidation / adhesion promotor, prepare the Product Dots Sheet Site• MB June 2019, Version 01.04 020512081000000017 substrate mechanically as in accordance with the guidelines stated in subtitle "Surface Preparation". Apply the first coat at 10 mils Apply the second coat at 15 mils in accordance with the open time*. 2 coats application: Apply the first coat at 75-115 ft2/gal Apply the second coat at 150-225 ft2/gal in accordance with the application time window*. Then follow one of the option: • Option 1: Broadcast to refusal with oven dried silica sand (20/30) on the second coat immediately. Sweep sand once the epoxy is cured. Apply Sika® Level products on cured epoxy. • Option 2: Apply Sika® Level-02 EZ Primer in accordance with the application time window*. When the primer is dry, apply Sika® Level products. *ref. to appliction time in sections above CLEANING OF TOOLS • Clean all tools and application equipment with cleaning solvent (Xylene, MEK are effective). • Hardened/cured material can only be removed mechanically. LIMITATIONS • Proper coverage must be used to achieve moisture barrier properties. • Will not act as a moisture barrier for gypsum screeds. Gypsum based subfloors are very susceptible to excess moisture and will be degraded if exposed to excess moisture from below or above. • Only protects from moisture coming from below the concrete. • Will not prevent hydrostatic pressure. • Must not be applied to a visibly wet substrate. • Does not prevent moisture occurring between the epoxy and the floating floor due to secondary sources of moisture or acclimation, e.g. water condensation. • Is not suitable for use with bonded systems due to possible curing and adhesion problems. • Sika' recommends the use of Sika' Level products on top of it. • Floor covering manufacturer's and Wood flooring manufacturer's recommendations, like room humidity levels and wood acclimation requirements should be strictly followed. • Sika' does not make any standing recommendations as to the structural integrity of old adhesive residues or subflooring materials that are not manufactured by Sika'. • When left on the substrate for more than the maximum allowable open time of 36 hours, prior to placing the adhesive, the surface must be thoroughly cleaned and mechanically prepared (i.e. screened sand) and solvent wiped. Failure to do this, may result in adhesion problems. For detailed instruction contact our Technical Service. When used in conjunction with SikaBond', Sika® MB does not need to be broadcasted with sand. BUILDING TRUST A& 3/4 BASIS OF PRODUCT DATA LEGAL DISCLAIMER Results may differ based upon statistical variations • KEEP CONTAINER TIGHTLY CLOSED depending upon mixing methods and equipment, • KEEP OUT OF REACH OF CHILDREN temperature, application methods, test methods, actual • NOT FOR INTERNAL CONSUMPTION site conditions and curing conditions. • FOR INDUSTRIAL USE ONLY • FOR PROFESSIONAL USE ONLY OTHER RESTRICTIONS See Legal Disclaimer. ENVIRONMENTAL, HEALTH AND SAFETY For further information and advice regarding transportation, handling, storage and disposal of chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental, toxicological and other safety related data. User must read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC at 1-800-424-9300, International 703-527-3887. Sika Corporation Sika Mexii S.A. de C.V. 201 Polito Avenue Carretera Libre Celaya Kan. 8.5 Lyndhurst, NJ 07071 For, Industrial Balvanera Phone. +1-800-933-7452 Corregidora, Queretaro Fax :+1-201-933 6225 C, P. 76920 ass sika cum Phone'. 52 442 23858W Fax52 442 2250537 Product Data Sheet Sika• MB June 2019, Version 01.04 0205120810000000J7 4/4 Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates ("SIKA"), the user must always read and follow the warnings and instructions on the product's most current product label, Product Data Sheet and Safety Data Sheet which are available at usa.sika.com or by calling SIKA's Technical Service Department at 1-800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and instructions for each SIKA product as set forth in the current product label, Product Data Sheet and Safety Data Sheet prior to use of the SIKA product. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within the product's shelf life. User determines suitability of product for intended use and assumes all risks. User's and/or buyer's sole remedy shall be limited to the purchase price or replacement of this product exclusive of any labor costs. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sale of SIKA products are subject to the Terms and Conditions of Sale which are available at https://usa.sika.com/en/group/SikaCorp/termsandconditions.htmi or by calling 1-800-933-7452. SikaMB-en-US-(06 2019L1-4.pdf aN W-UILDING