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HomeMy WebLinkAboutX2022-0263 - Alternative Material & Methods04�, CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Ddve I P.O. Box 1768 1 Newport Beach, CA 92658-8915 wwww.newoortbeachca cov 1 (949) 644-3200 CASE NO.: Z ® 2,Z„ x 2oa) - 0463 FEC6;%,,, s P✓fgY 9 ❑ REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE FOR STAFF USE ONC CY Plan Check # 2 -3 �Uw# of St ries'i- v r y Occupancy Classificatio R�}/ (% (See Reverse for Basis for Approval) (Fee $291) Use of Building # Unit4vfi.l Q REQUEST FOR ALTERNATE MATERIAL Project Status C!14 L OPT Construction Type / OR METHOD OF CONSTRUCTION Verified by (See Reverse for Basis for Approval) (Fee $291) No. of Items Fee due 2 For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. DISTRIBUTION: ❑ Owner ❑ Plan Check Petitioner ❑ Inspector Fire ❑ Other 7 JOB ADDRESS: PETITIONER: SITE ADDRESS: 2506 LIGHTHOUSE Petitioner MARK TEALE Owner GEORGESOOHOO Address 2506 LIGHTHOUSE CORONA DEL MAR Zip 92625 Daytime Phone (949 ) 975-0123 (Ferrtloniv W be eronrteoe o..nalneed Address 2900 BRISTOL BLDG A-203 COSTA MESA Zip 92626 Daytime Phone (949 ) 975-0123 Email: MTEALEOTEALEARCHITECTURECOM 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. break, we are request to use Sika MB moisture barrier at the existingslab which can be applied to the to of the existingslab and provides a moisture barrier. 3]JUSTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: S r0Jtr,�'5 a 4Ure rr' Y a+ an s k V er lrn 4 'Y� Pn ✓ our bares n s Jalo ' m A i r vh //1 t L Petitioner's ��77 � Position ArC�9t 1 eC+ Signature 7t�� CA Professional Lic.#C-271(e2 Date: JI$12027 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 squeal (DOE DOES NO I sen any fire protection requirements. equeat (DOE DOES NOT) le an the structural integrity The Request Is: Grantetl ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Sig ture---'"" Position 0GNL�Aceo L(i! i-:42Date fJ�'/g�Zr%ZZ _ Print Name APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statementofreasons forsoI and fil g fe s are required.) CASHIER RECEIPT NUMBER: �� Y�-�'"� 1 Z,,T ,rr,strr,odlf 07/e1/21 Guidelines for Approval of Alternate Materials. Desian 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. 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 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 SikaBond® wood flooring adhesives, Sika® Level products • Can be used below floating floors APPROVALS/STANDARDS • Meets ASTM F 3010 PRODUCT INFORMATION Chemical Base Two component epoxy l `� Packaging 2.64 gal (10 L) pail Color Blue L? / S� Shelf Life Storage Conditions 24 months from date of p containers Store dry at 50-77 T � Density 69 Ib/ft3 (1.1 kg/1) TECHNICAL INFORMATION Product Data Sheet Slke• Ma June 2019, Version O1.04 020512081000000017 1/4 Shore D Hardness 7 days 83 (mixed A&B) (ASTM D-2240) Compressive Strength 7 days 10,000 psi (69 MPa) 73 T (23 °C) 50 % R.H. Permeability to 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 400-450ft2(37.2-41.8m2) 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 Life 50 7 (10 -Q — 60 minutes 68 7 (20 °C) — 30 minutes 86 *F (30 *Q — 15 minutes Cure Time 50 -F (10 °C) 18 hours 73 7 (23 °C) 8 hours 86 "F (30 °C) 6 hours *Minimum curing time, prior to walking on primer/or for applying Sika Bond® 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. Product Bata Sheet Sika-MB June 2019, Version 01.04 02051.2081000000017 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 SikaQuick' 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 Date sheet Sika• MB June 2019, Version 01.04 02051.2081.000000017 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 ft7/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. 3/4 BUILDING TRUST BASIS OF PRODUCT DATA LEGAL DISCLAIMER Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions. 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 Mexlcana S.A. de C.V. 201 Polito Avenue Carretera Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Fracc. Industrial BaWanera Phone:+1-800-933-7452 Corregidora, Queretaro Fax:+1-201-933-6225 C.P. 76920 usasika.cam Phone: 52 442 2385800 Fax: 52 442 2250537 M Product Data Sheet Sika' MB June 2019, Version 01.04 020512081.000000017 • KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY • FOR PROFESSIONAL USE ONLY 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:Husa.sika.com/en/group/SikaCorp/termsandconditions.htmi or by calling 1-800-933-7452. SikaMB-en US-(06-2019)-1-4.pdf 4/4 BUILOING TRUST S N � O II I r___ RR � 9OG wGO/bB4o OVER f3MIL. VAPOR SARR.EIE0.RWOAYER OF AGGREGATEd00 P51 IIIIIIlI CONCRETE O B pR F_G. 2•HIGH xMDE CGg3 a1 . ry <N�B�_-ple_.f3_'A Vm� IIIl —__ G(Nf)_ —B_ 24"HIGH xTMOE `SIM. 1 I �" CURB J 9' 590: 3 _. 0 cBt (N),T ADID. W/ W ®IB'—EA WAY OVER M MIL VAPOR BARRIER OVER 4.OFX'CLEANAGGREGATEMPOPS1 CONCRETE FOUNDATION PLAN (NI I' S.O.G. nN OVER 10 MIL4' OF $ CLE CONCRETE O IWSWHI 2010 II II II II IOIG }� w/W®I2'O.C. EA WAV OVER1.. OVE0.1EMIl.VAPOfl SPAWER OVER I 4.OFVCLEANAGGREGATE4'AOP51 I II II CONCRETE a GBI (N)FTG. c © 0'L• (1)4'8.0 G. w/#6®18b�E0. WqY OVER I3 MILVAPORBARRIA OVER YOFVCLEANAGGREGATE4.PS1 CONCRETE GGf___J 9 I IA` rr (N)T-6 2IFTG.--,, i I IPFULLCMU GROUT LIG I LIGHTYIEIGHi CONCRETE I I 3-6- SE) FTGI I OR 17 (E)FTG. /� O 09 T 5 0 I 4 yea,.: hp, // Oq 8 9• O B.,y. �5 //y�j 1Y A /11 �(q `fr R4. (EI FFG.J TVP b.• Oa^iNO A?etj S3ku MYI 0 OR 1] on exi'A ✓15'5D61 (N)4' 9.O.c. w/ W ®10'O.C. E4. WqY 1' ) FOUNDATION ANCHOR ROD SCHEDULE SHFARWALLTYP ALLOWABLE SHEAR PLF MD. C'n=1.6 BILL PLATE MINIMUM THICKNESS ANCHORROp 3QE(MIN. OIAMETERI ANp MEI SPACING A 310 2x VOAB.®4Bb.c B 460 2X %'OAB.®32ba. C AN 2X SPOAB.@v-,O, D TO 2x VOAB.®18b.c E US 2. '$00.8.®4Bba F 310 0 am BTO 2x STRUCTURALWgLL. NON-3HEAR WALL 248 2x WOAB.®]2b.c. J ANCHOR ROD NOTES 1. ANCHOR RODS SHALL BE ASTM FISH. GC C591 SUPPLEMENT 2. ALLOWABLE SHEAR LOMA ARE FOR ANCHOR RODS BEARING PARALLEL TO GRAM OFTHESILL 3. ALLOWABLE SHEAR LOADS ARE ASS WITH Cc.IS 4. ALLOWABLE SHEAR LOADS ARE BASED ON NOE TABLE IIE 0, ANCHOR RODS SHALL BE IT LONG MINIMUM WITH A]• MINIMUM EMBEDMENT INTO CONCRETE S. SHEAR WALL ANCHOR RODS SHALL HAVE A STEEL PI -ATE WASHER UNDER EACH NO NOT LESS THAN 0.229'%3'%3' SQUARE PLATE WASHER THE HOLE IN THE PLATE WASHER SHALL BE PERMOTEO TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP T01'C' LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED t�' PROVIDED A STANDARD CUT WASHER I9 PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL EMEND TO WITHIN j" OF THE EDDE OF THE BOTTOM PLATE PLATE ON SWISS) WITH SHEATHING. T. 8TRUCNML WALL, NONSHEAR WALL ANCHOR HODS SMALL HAVE A STANDARD CUT WASHER UNDER EACH NO, 8. SILL PLATES SHALL HAVE A MINIMUM OF 2 ANCHOR RODS PER PLATE WITH ONE BOLT LOCATED NOT MORE THAN IT OR LESS THAN 4.5' FROM EACH END OF EACH PBECE. FOUNDATION SCHEDULE PAD FOOTINGS PAD FOOTING 1;� BOTT tl0o-12'O.OE.W, FOUNDATION SCHEDULE CONTINUOUS FOOTINGS BEAM FOOTING 6¶iUCTU N DEPTH Ol DEPTH BELO ADJACENT GRADE(MIN) WIDTH TOPRESAR BOTTOMREBAR SHEARTIE6 OBI 2'-0' 2'-0' 2'-0' (4)46 (4)AS p®10b.n OB2 T-0' 2'4T P4 (5)p3 (S)p5 p3®10'a.c GB3 EXISTING �u stele Y"=1'-0" M