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HomeMy WebLinkAboutX2020-1138 - Alternative Material & MethodsX 2-uo' 6B3g 1150 ) Uh NA I(1 ulnp cov�v CITY OF NEWPORT BEACH COMMUN),e� o v mOEVEI.OP �i COMMUNITY DEVELOPMENT DEPARTMENT MCNT u= is' BUILDING DIVISION SUN 77 0o 100 Civic Center Drive I P.O. Box 1768 ( Newport Beach, CA 92658-8915 •4 D 2020 AS!�owN1.: www.newoortbeachca.00v 1(949) 644-3200 �q CASE NO.: �� f O `+ CITY OF ❑ REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $304) REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $304) ❑ REQUEST FOR EXEMPTION FROM DISABLED ACCESS DUE TO PHYSICAL OR LEGAL CONSTRAINT (Fee $1,692) (Ratification by the Board of Appeals will be required.) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: SITE ADDRESS: 1507 Lincoln Lane, Newport Beach, CA 92660 Owner NICOLE & JAMES REYNOLDS Address 1507 Lincoln Ln, Newport Beach, CA Zip 92660 Daytime Phone ( STAFF USE ONLY Plan Check # V 1/ , GV # of Stories 1 Occupancy Classification P —'s Use of Building _i F )Z # of Units 1 Project Status 114 PZ -AA% G11 t; C1K Construction Type k I'Z, Verified by No. of Items ) Fee due �E7 Lf -- DISTRIBUTION: / ❑ owner © Plan Check C // 0 ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other Petitioner THOMAS BURKE (Petitioner to be architect or engineer) Address 151 Kabnus Drive, Bldg., E-141), Costa Mesa Zip 92626 Daytime Phone ( 657 ) 289-0460 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data maybe attached. To allow Sika Me Epoxy moisture barrier on existinp slab in lieu of 4" of capillary break. USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: We would not have to tear out the entire slab If we use Sika MB as the Coating. It will create a CALGREEN Section CG4.505.2.1 i vermeablkfv flowrate of eaulvalenl to a traditional caolllary break If below slab. N Petitioners/GPosition Engineerof Record 1111 Signature 4 CA Professional Lrc. # S5086 Date 061092020 FOR STAFF USE ONLY DEPARTMENT ACTION. In accordancewith: ❑ CBC 104.111CFC 104.9 ❑ CBC 104.101CFC 104.8 (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Date ❑ Request (DOES) (DOES NOT) lessen any fire protection requirements. ❑ Request (DOES) (DOES NOT) lessen the structural integrity The Request Is �g Granted ❑ Dented (See reverse for ❑ Granted (Ratification required) appeal information) Conditions of Approval: Signature osition w.. ue•r-...... _ Da)N emhg z Print Name /l' (CIft� APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statement of reasons for appeal and fling fees are required.) CASHIER RECEIPT NUMBER: OO I V J�I �� IF Forn-Mmodif 12/17/19 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 Review/Verification 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 -parry 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 5HEET Sika° MB SOLVENT FREE, EPDXY MOISTURE BARRIER PRODUCT DESCRIPTION Sika® MB is a 2 -component, solvent free, low viscosity, epoxy for use under wood flooring products, self level- ing underlayments, floating floors and other flooring sys- tems that require protection from subfloor moisture. ,II *i • Moisture barrier to help control moisture propagation in cementitious substrates with a moisture content not exceeding %byTramex Method and residual mois- ture up to 100 % R.H. or 25 Ib/1,000 ft2/24 h (114 kg/92.9m2/24 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 �Z•IIll�ll►1�• : t7� �di�iL7�� 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 *Q. Protect from moisture. Density 69 Ib/ft3 (1.1 kg/1) Product Data Sheet Sika® MB December 2018. Ver,,on 01.03 020512081000000017 1/4 TECHNICAL INFORMATION Shore D Hardness 7 days 83 (mixed A&B) (ASTM D-2240) Compressive Strength 7 days 10,000 psi (69 MPa) 73 7 (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 400-450 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 Product Data Sheet Sika° MB December 2018. Versian 01.03 020512081000000017 2/4 BUILDING TRUST IIS 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 °C) — 60 minutes 68 7 (20 "C) — 30 minutes 86 7 (30 °C) — 15 minutes Cure Time 50 7 (10 °C) 18 hours 73 7 (23 °C) 8 hours 86 °F (30 °C) 6 hours *Minimum curing time, prior to walking an primer/or for applying Sika Bond' or Sika" Level. Application Time OvercoatingApplica- Minimum Maximum tion 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 Data Sheet Sika° MB December 2018. Versian 01.03 020512081000000017 2/4 BUILDING TRUST IIS 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 Sikaa MB to penetrate. (i.e. Blast cleaning, grinding are considered acceptable means to achevie the desired surface profile. Acid and chemical etching are not ac- ceptable). • At least 50 % of the surface area must be cleared of re- sidual adhesive and cutbacks. (i.e. by grinding or mech- anical 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 "re- commended 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 Sikaa MB is applied. • Repair with Sika Level SkimCoat or SikaQuicko mortar before priming. • The floor must be cleaned with an industrial vacuum prior to installation of the Sikaa 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 determ- ine 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 sim- ilar 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 Sikaa 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 consol- Product Data Sheet Sika® MB December 2012, version 0103 02012081000000017 3/4 idation / adhesion promotor, prepare the 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 ac- cordance with the open time*. 2 coats application: Apply the first coat at 75-115 ftz/gal Apply the second coat at 150-225 ftz/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 Sikaa Level products on cured epoxy. • Option 2: Apply Sikaa 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 clean- ing solvent (Xylene, MEK are effective). Hardened/cured material can only be removed mech- anically. LIMITATIONS • Proper coverage must be used to achieve moisture bar- rier 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 pos- sible curing and adhesion problems. • Sika recommends the use of Sika® Level products on top of it. • Floor covering manufacturers and Wood flooring man- ufacturer'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 maxim- um 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 adhe- sion problems. For detailed instruction contact our Technical Service. When used in conjunction with Sika - "WILDING TRUST -, IIS Bond®, Sika® MB does not need to be broadcasted with sand. BASIS OF PRODUCT DATA Results may differ based upon statistical variations de- pending upon mixing methods and equipment, temper- ature, 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 transporta- tion, 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 cur- rent 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 Mexicana S.A. de C.V. 201 Polito Avenue Carretera Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Fracc. Industrial Balvanera Phone: 800-933-7452 Corregidora, Queretaro Fax: 201-933-6225 C.P. 76920 Phone: 52 442 2385800 Fax: 52 442 2250537 M771 Product Data Sheet Sika- MB December 2018. version 01.03 020512081000000017 LEGAL DISCLAIMER • 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 De- partment at 800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the oblig- ation 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 in- stallation 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 replace- ment of this product exclusive of any labor costs. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALLAP- PLY INCLUDING ANY WARRANTY OF MERCHANTABIL- ITY 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 OTH- ERS. Sale of SIKA products are subject to the Terms and Con- ditions of Sale which are available at https://usa.sika.com/en/group/SikaCorp/termsandcon- ditions.htmi or by calling 201-933-8300. Sika Canada Inc. 601 Delmar Avenue Pointe Claire Quebec 11911 4A9 Phone: 514-697-2610 Fax: 514-694-2792 4/4 BUILDING TRUST SIUM9-en-IJS-(12-2018)-1-3.pdf (E) SHEMWALL (D-- (:5D-- FOUNDATION 5 FOUNDATION PLAN 0 FOUNDATION SCHEDULE PAD FOOTINGS PAG FOOTING DEPTH WIDTH ' 1. SEE SHEET FOR SHEAR WALL'SCHEDUtE. 2'-0' (3) Bs EK --- LN ANCHOR BOLTS ANO SHEAR 1RANSFER DETNL 2. SEE SHEET ST4 FOR DIAPHRAGM CONNECTIONS 3. SEE SHEET STS FOR POST IN MP DETAIL \ 4. SEE SHEETS STJ FOR HOLDOWN DETAILS 5. SEE SHEET STE FOR DRAG DETNIS / 6. REMOVE UISTING HOOF TIaS BETWEEN GL -6 TO GL -B / ]. S. CONTRACTOR TO VERIFY ALL EXISTING INFORM EOR FOR ANY DISCREPANCIES ALL EXISTING STAB ON GRADE TO BE EPDXY COATED WRX SINA-MB EXCEPT THE GARAGE AREA FOUNDATION SCHEDULE PAD FOOTINGS PAG FOOTING DEPTH WIDTH LENGTH B070M REBAR TOP REGAN NOTES FT Y-0' 2'-0' 2'-0' (3) Bs EK --- 12 1'-0' 3'-D' 3'-O' (3) A5 E.W. FS 1'-0' 3'-6' 3'-6' (4) 05 E.W. FOUNDATION SCHEDULE CONTINUOUS FOOTINGS BEAM FOOTING (RNI DEPTH (MIN) DEPTH DEPTH BELOW AOIACEN GRADE (MIN)T MOTH TOP REBAR BOROM RE. SHEAR TES NOTES GB1 1-6' 2-0' 1--3' (2J MS (2J #5 151 z g IL z O 0 z 0 LL scale Ye" -1'-0" I C1=O