Loading...
HomeMy WebLinkAboutXR2023-2263 - Alternative Material & MethodsXe-ZPZ,5- zz S D��EWP°R�e CITY OF NEWPORT BEACH eECEror�eY COMMUNITY DEVELOPMENT DEPARTMENT EVE VT u ¢ BUILDING DIVISION ELOPMENT Cq[/FORH�P 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 DEC www.newportbeachca.gov 1 (949) 644-3200 D192023 CASE NO.:/ ew L— M7 1 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 $276) REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION J306 (See Reverse for Basis for Approval) (Fee-$249) ❑ REQUEST FOR EXEMPTION FROM DISABLED ACCESS DUE TO PHYSICAL OR LEGAL CONSTRAINT (Fee $1,535) (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: 2808 Ocean Blvd Owner Carmel Beach 2022, LLC Address 6133 Bristol Pkwv Culver City, CA Zip 90230 Daytime Phone ( ) t plans if necessary to illustrate re )mpllance with 3" concrete cover to earth will be provided by the a NDINGS OF EQUIVALENCY - FOR STAFF USE ONLY Plan Check # L(Aw' 171'FS pfStones I Occupancy Classification 1V Use of Building S A C9 of Units Project Status Construction Type Verified by No. of Items Fee due DISTRIBUTION: ❑ Owner QYJ Plan Check kH W Petitioner ❑ Inspector ❑ Fire ❑ Other Petitioner Roy Reed (Engineer) 6Peehoner to be architect or engineer) Address 7727 Caminito Liliana San Diego, CA Zip 92129 sheets or data L protection, as outlined in the attached product data sheets. This product has Signature Position Principle Engineer CA Professional Lic. # C80503 CBC 1812.2; ACI 318 Table 1808.8.2 Date 12/13/2023 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: -CBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.8 (Alternate materials 8 methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Request (DOES DO lessen any fire protection requirements. Request (DOE ) (DOE ) lessen the structural integrity Date I The Request is 2FGranted I ❑ Denied (See reverse for ❑ Granted (Ratification required) appeal information) Print Name of Posltir6HIEF BUI1 DING OFFICIALDate 1Z-Z0- ZO'7--3 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: ECG' C z / / 9,j - z0z3 F.rmstmodif 11/0212016 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 [CC 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 altemate materials, systems and fabricated products comply with accepted design criteria and the manufacturers 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. ° �Carboguard890 product data fCarbo4liiibi Selection & Specification Data f Generic Type Cycloaliphatic Amine Epoxy General Surfaces must be clean and dry. Remove at dirt, tlus[, Description Fighly chemical resistant epoxy mastic coating of and all other cortaninant. with exceptionally versatile uses in all industrial steel markets. GeV -priming and suitable for application over most existing coatings, and tightly adherent to rust. Serves as stand-alone system for a variety of chemical environments and is also designed for Galvanized Steel various immersion conditions. Features • Excellent chemical resistance • Surface tolerant characteristics • Conventional and low -temperature versions Concrete or CMU • Self -priming and primerifinish capabilities • Very good abrasion resistance • VOC compliant to current AIM regulations • Suitable for use in USDA inspected facilities Color Referto Carboline Color Guide. Certain colors may require multiple coatsfor hiding. Note: The low temperature formulation well cause most colorsto Yellow or discolor more than normal in a short period of time. Finish Gloss Printer Self -priming. Dry Film 4.0 - 6.0 mils (102 - 152 microns) per coat Thickness 80.8D mils (160-200 miOnOW)ova light rustand br unibnn gloss ovar inorganic zincs. front exceed to ails (25o morons) in a Angle coat. E.,inhe flmthicknen overinorganic zees nmyincmase Barrage during shipping or erection. Solids Content By Volume 75% -P 2% Theoretical 1203 12 at 1.0 mils (29.5 Th at 25 microns) Coverage Rate 301 ftat 4.0 mils (7.4 m2/1 at 100 rrticrons) 200 ft2 at 6.0 mils (4.9 In21I at 150 microns) Aflowfor loss in Inking and application. VOC Value(s) Thinner 2 13ozigak2.30 lbsfgal (276g11) Thinner 2 7ozlgal=2.08lbsfgal (250g11) Thinner 33 16ozlga1=2.431bsigal (291 JD Thinner 33 7ozlgak2.081bslgal (250gil) As Supplied 1.011bsfgal (217 glp "Use Thinner 876 up m 8 o ,gal forego and 16 oz/gal for ire LT where non-phamcherricallyreadi+E solvelas are mquired. These are nortinal values and may tierywiii color. Dry Temp. Continuous: 300 •F (149 •C) Resistance Non -Continuous: 350 •F (177 •C) Discoloration and loss of gloss occurs above 200 F (0 C)bMt does not armor perfomance. Under Insulation Continuous: 300 •F (149 •C) Reslstan oB oscoloration and loss of gloss occurs above 200 F (03 C)Iwt does cot affect perfomaxe. Limitations Do not apply over latex coatings. For immersion projects use only factory made material in special colors. Consult Technical Service for specifics. Topcoats Immersion: SSPC-SP10 Non -immersion, SSPC-SP6 1.5-3.0 mIs (38-75 microns) SSPC_SP2 or SP3 are sutede cleaning rretnals for Wd environments. Prime with specific Carboline primers as recommended by your Carboline Sales Representative. Referto the specific primer's Product Data Sheetfor requirements. Concrete must be cured 28 days at 757 (24'C) and 50% relative humidity or equivalent Prepare surfaces in accordance with ASTM D4258 Surface Cleaning of Concrete and ASTM D4259 Abrading Concrete. Voids in concrete may require surfacing. M ortar joints should be cured a min of 15 days. Drywall & Plaster Joint compound and plaster should be fully cured prior to coating application. Preaiousy Painted Lightly sand or abrade to roughen surface and degloss Surfaces the surface. Existing paint must attain a Minimum 3A rating in accordance with ASTM D3359'x-Cut" adhesion test. Performance Test Mtathod System Results ASTM B 117 Salt Fog Blasted Steel 2 cts. 890 NG effect on plane, rust in scribe. iM R' undercutting at scribe after 2000 hours ASTM B117 Salt Fog Blasted Steel 1 No effect on plane, ct. IOZ 1 ct 890 no rust in scribe and no undercutting after 4000 hours ASTM D 4060 Abrasion Blasted Steel 1 ct 85 mg. loss after Epoxy Pc 1 ct 890 1000 cycles, CS17 wheel 1000 gm. load ASTM D1735 Water FOE Blasted Steel 1 ct No blistering, costing Epoxy Pr. 1 ct 890 or delarnmation after 2800 hours ASTM D2486 Blasted Steel 1 ct. 890 93% Joss retained Scrub Resistance after 10,000 cycles W liquid scrub medium ASTM D3359 Adhesion Blasted Steqcts890 5A ASTM D3363 Blasted Steorterthan BHPencil Hardness ASTM E84 Flame 2 ct 5 Flame 5 and Smoke Smoke Cie SA test reports ale add¢ional data available upon Often request Mixing & Thinning Mixing Power mix separately, then combine and power ma. DO NOT MD( PARTIAL IITS. June 2016 0988 To the best ofour larowdedge the teorm ical data coma ned herein is fine and accuamte onthe date of pub le3i on and is Babied to on ange without prior notice. User nu5 coma Carbohnie Cc" any m verify corre duress before spe cifynng or Ord edng. No guarantee ofaccuracy is grueh or implied. We guarantee our Products to confoormto Carao one quaky min,, I. We assume W respor ibility for coverage. perlcmance or injuries resubing firm use. Liability, ifany, is limited to replacemem of products- N0 OTHER WARRANTY OR GUARANT t£ OF ANY KNNo IS AkSOE BY CAR B 0 LINE. EX R ES 0R IM P LIE 0. STAT UTO RY, BY oP ERAT ION OF LAW, 0R OTHERWISE. NC LUOING M ER CHANTABILir Y AN D FITNESS FOR AP ARTI CU LAR PURPOSE_ CarbooneDand Carbowan10 are registered trademarks of Carboline Company. Pagel oft Carboguard° 890 Mixing & Thinning Thinning Spray: Up to 13 oz/gal (10%) w/ #2 Brush: Up to 16 oz/gal (12%) w/ #33 Roller: Up to 16 oz/gal (12%) w/ #33 Thinner #33 can be used for spray in hot/windy conditions. Use of thinners other than those supplied or recommended by Carboline may adversely affect product performance and void product warranty, whether expressed or implied. 'See VOC values for thinning limits. Ratio 1:1 Ratio (A to B) Pot Life 3 Hours at 75'F (24°C) Pot We ends when coating loses body and begins M sag. Pot lire limes will be less at higher temperatures. ApplicationGuidelines Listed below are general equipment guidelines for Me application of Mis product. Job site conditions may require modifications to these guidelines achieve the desired result. Spray Application This is a high solids coating and may require (General) adjustments in spray techniques. Wet film thickness is easily and quickly achieved. The following spray equipment has been found suitable and is available from manufacturers such as Binks, DeVilbiss and Gram. Conventional Pressure pot equipped with dual regulators, 318" Spray I.D. minimum material hose, .070" I.D. fluid tip and appropriate air cap. Airless Spray Pump Ratio: 30:1 (min.)' GPM Output: 3.0 (min.) Material Hose: 3/8" I.D. (min.) Tip Size: .017"-.021 " Output PSI: 2100-2300 Filter Size: 60 mesh 'Teflon packings are recommended and available from the pump manufacturer. Brush & Roller Multiple coats may be required to obtain desired (General) appearance, recommended dry film thickness and adequate hiding. Avoid excessive re -brushing or rerolling. For best results, tie-in within 10 minutes at 75°F (24°C). Brush Use a medium bristle brush. Roller Use a short -nap synthetic roller cover with phenolic core. Condition I Material I Surface 1 Ambient 1 Humid Minimum 50 °F (10 °C) 50 °F (10 °C) 50 °F (10 °C) 0% Maximum 110 °F (43 °C 90% This product simply requires the sutstrate temperature M be above Me dew poiML Condensation due M substrate bmperatres below the dew point can cause flash mating on prepared steel and interfere with proper adhesion M the substrate. Special application techniques may be required a Cove or bebw normal application Conditions. Curing Schedule Surface Terry; 1Dryrto RecoatDrytoRecoat & Topcoat w/ other finishes Final Cure General Final Cure Immersion 50 °F (10 °C) 12 Hours 24 Hours 3 Days NR 60 °F (16 °C) 8 Hours 16 Hours 2 Days 10 Days It,°F (24 °C) 4 Hours 8 Hours 1 Days 5 Days 90'l (32 °C) 2 Hours 4 Hours 16 Hours 3 Days Higher film thickness, insuficient ventilation or miler temperatures will require longer cure times and mud result in aoNem eroapmen0 and premature failure_ Fxcessive humidity or condensation on the surface during curing can inbedere with the cure, can cause discoloration and may result in a surface haze. Any haze or brush mulsbe removed by water washing Carom recoating. During high humidity conditions it is recommended that the application he done while temperatures are increasing. Maximum recesti toppoat times are 30 days for epoxies and 90 days for polyurethanes at 75°F (U4 ). If the maximum recoat times have been exceeded, Me surface must be abraded by sweep blasting or sanding prior to Me application W additional coat. Cleanup i Safety Cleanup Use Thinner #2 or Acetone. In case of spillage, absorb and dispose of in accordance with local applicable regulations. Safety Read and follow all caution statements on this product data sheet and on the MSDS for this product. Wear protective clothing, gloves and use protective cream on face, hands and all exposed areas. Ventilation Men used as a tank lining or in enclosed areas, thorough air circulation must be used during and after application until the coating is cured. User should test and monitor exposure levels to insure all personnel are below guidelines. Packaging, Handling & Storage Shelf Life Part A: 36 months at 75°F (24°C) Part B: 15 months at 75°F (24°C) 'When kept at recommended storage com utons and in original unopened Containers. Shipping ylleight 2 Gallon KR - 29 Ibs (13 kg) (Approximate) 10 Gallon Kit -145 Ibs (66 kg) Storage 40°-110°F (4°-43°C) Temperature & 0-100% Relative Humidity Humidity Flash Point 89°F (32°C) for Part A (Setatlash) 73°F (23"C) for Part B Storage Store Indoors. This product is soNerd based and not affected by excursions below these published storage Mmperablres, dawn M 10°F, for a duabon of no more than 14 days. Always inspect the product prior Muse M make sure 9 is smooth and homogeneous when properly mixed, June 2016 osas To the beatof our knowledge the technical data Combined herein is true and accurate on Me data of publicabon and is autill changewithout prior notice. User mug contact Carboline Company M verify codecfi b ore spe,alyiN ar ordering. No guarantee of acouracy is given w implied. We guaarrtee our produdsM mnformM Carboline quaMy control. We asume no responsibility Mr coverage, parrormance or injuries resulting from use. Liability, rf any, s timlted to mpbcerrent or product. NO OTHER WARRANTY OR GUARANTEE OF ANY IOND IS MADE BY CARBOUNE, EXPRESS OR IMPLIED, STATUTORY, IT( OPERATION OF LAW, OR OTHERWISE, INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. CaibolineW and Carboguard® are registered trademarks of Ca thilme Company_ Page 2 of 2 OLPN � / T I I \ - „ PROPOSED T.ORARY I\ (SEE SHEET SHE FOR EL �Z EI IC \ TEMPORARv I 1 smPE IBv oTHEu TVPICALI - I BOG \ \ PPOPERiY 11NE \ TIMBER LAGGING FlLL 111 BEHIND LAGGING (SEE ELEVATION) VaTI LEAN CONCRETE WATER PROOLNG . p B DRAINAGE BOARDS - a IBY OTHER51 ��� - �- TEMPORARY TMER BURN HOLES THROUGH SOLDIER BLOCK OUTS PLACED AT BEAM WEBS FOR LONGITUDINAL INTERIOR FACE OF WALL FOR DUE. (I IRA, MAx. SOLDIER BEAM REMOVAL. NOTES : 1. FIELD STAKE PROPERTY 1I1E5 PRpR TO SHORING INSTAWTION. 2. COORDINATE SHORING BLOCKWT WRH STRUCTURAL II PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SM 3-27 C REZUEST FOR ALTERNATE MATERIAL A SAALL PORTION OF SOLDIER BEARS #3 21 BEAM/FLANGE SECTION DOES NOT HAVE CONCRETE COVER BECAUSE OF THE NEED TO INSTALL LAGGING. CORROSION PROTECTION 15 PROVIDED THROUGH THE USE OF URBOLINE MAY PAINT, AS SHOWN IN DETAIL 2/SHA. SHDRIII5 VATIONI r B A­OFWEB ALONG TY, 24' 1ZMIH. IVERIEYI P UNI SVBTERRANFAN ..,-INS WALL IDY OTXEUS BE WALL TON GRU BVDINAL LREINFORCFN.EI (RUDER TO STRUCTURAL DRAWING51 CUT 4 REMOVE PROTRUDING WEB B FANGE UPON COMPTFNON OF THE PROPOSED STRUCTURE AND/f AS DIRECTED BV THE STRUCTURAL ENGINEER OF RECORD. FILL ALL VOIDS WLIH AN APPROVED VON SHRINK GROUT ACCORDING TO PROJECT SPECIFICATIONS. ICST ING DAORY RESIDENCE c LINE A..: EACANATION REF SHORING PILH$1 V[LL Uoli�e. Carbogoardo 890 � vmeumn. xfl " mww�WVN 10. Carboguare 890 CITY LL O.UNENPOBT BFACHI :On1MU 1 I1 IFS, 'LIOPNILAC LI 1K1'N+ BLb" 004% 1P."OADRTRON FS w G ENO: LL xW "'POI_YFP6L ORnT IT TIT EX�' .af: en aI A n ww API .— r _ TO P1 OFFAL OR LINAL N. r+vF.mu, m.rape as ^M, w YpxtlnPxx4xbP4p ❑ ,0, IJPAWRF]S PETIT may.. E�rl , Hui �� -- - -SNAS USSANG cw ❑AP TT.aw.rrn ❑n+ulwlraenm'mrrwulr.w ngerl wronnmwl :apppmvi nECEVTNUA.ER.. rmmma. .n. o-t rcarMdiaPy SHORING DESIGN GROUP T zB +on GO F\\1L��\ )�" (/^/ SHEET U CNI J 7CANINTO TRANA J,E6,zB15 SpN DIEGO, U 921E9, (7635R6 4121 Rov P. REED RCE. Bowl m. t n mzs DATE