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Home My WebLink AboutXR2024-5153 - Alternative Material & MethodsCITY OF NEWPORT BEACH 4 COMMUNITY DEVELOPMENT DEPARTMENT i ; BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.crov 1 (949) 644-3200 CASE NO.: ❑ 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 $306) �IqREQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $306) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. III FOR STAFF USE ONLY III Plan Check OCAm,23-Q 3 #ofstodes1+VASrAV4T Occupancy Classification M 19 Use of Building �$ of Units I Project Status Ll' AN1C�# HECK Construction Type �/ 1i &A Verifiedby bRI�/- No. of Items I Fee due s 3oio DISTRIBUTION: El owner !!.�s�� [S�Plan Check)/ A K Petitioner ❑ Inspector ❑ Fire ❑ Other 7 I JOB ADDRESS: I PETITIONER: II SITE ADDRESS: 4621 Fairfield Dr. Petitioner Roy Reed (Engineer) Owner DHRJ LLC (Herman + Danielle Luk) (Petldoner to be architecf w engineer) Address 233 Milford Address 7727 Caminito Liliana Corona Del Mar Zi92625 San Diego, CA Zip 92129 p Daytime Phone (949 ) 975-0123 Daytime Phone (760 ) 586-8121 Email: need@shoringdesign_com 1 L (REQUEST: Submit olans if necessary to illustrate reouest. Additional sheets or data may be attached. II cover OF EQUIVALENCY: Carboline epoxy paint is to provide equivalent ground exposure corrosion CBC 1818.2 & ACI 318 Table 108.8.2 protection, as outlined in the attached product data sheets. This product has been approved & utilized as a corrosion substitute in Newport on all projects completed by Shoring Design Group. Petitioners Position Principle Engineer Signature— CA Professional Lic. # C80503 Date: 4/30/2024 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: X-QBC 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: Date Request (DOE ES n any fire protection requirements. equest (DO ")"lessen the structural integrity The Request is: ranted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Signatu e Print Name Irru�E Position CHEF Mill C'.NG OFFICI e ems_ -3- Z2:Z4 I Frb4� 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: Q�Es G. — 0(7W % S Q — w-1 FormsModff 08/21/23 WE 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 -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. '� data carCarbvguard° $90 product bohne® - SelectionI I Data Generic Type Cycloaliphatic Amine Epoxy General Description Highly chemical resistant epoxy mastic coating with exceptionally versatile uses in all industrial Steel markets. Self -priming and suitable for application Over most existing coatings, and tightly adherent to rust. Serves as stand-alone system for a variety or 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 primerlfinish capabilities • Very good abrasion resistance • VOC compliant to current AIM regulations • Suitable for use in USDA inspected faci§ties Color Referto Carboline Color Guide. Certain colors may require multiple coats for hiding. Note: The low temperature formulation will cerise most colorsto yellow or discolor more than normal in a shod period of time. Finish Gloss Primer Self -priming. Dry Film 4.0- 6.0 mils (102 - 152 microns) per coat Thickness BD-8.0 mils (160-200 miduns)over lignt rust and br unibrm gloss goer inorganic zincs. DonY exceed 10 mils (250 morons) in a single coat. EmessM ilmthicknew owrinorgar is zincs mayinemam damage dudng shipping or erection. Solids Content By Volume 75% -f- 2% Theoretical 1203 fh at 1.0 mils (29.5 m2i1 at 25 microns) Coverage Rate 301 f12 at 4.0 mis (T.4 rail at 100 microns) 200 ft2 at 6.0 mils (4.9 m271 at 150 microns) Allow for loss in mixing and application. VOC Values) Thinner 2 13ozfgak2.30 lbelgal (276g1l) Thinner 2 7ozlgal=2.081bsfgal (250g11) Thinner 33 16ozlgal=2.431bsfgal (291 gfg Thinner 33 7oz1gak2.061bsfgal (250g1p As Supplied 1.81 lbsfgal (217 gil) •Use Thinner 076 up to 8 ozlgal for S90 and 16 ozlgal for88g LT where nomphomchenicallymadhe mlwasare required. These are nominal wlues and may wrywM color. Dry Temp. Continuous: 300 •F (149 •C) Resistance Non -Continuous: 350 •F (177 •C) Clsoolora[ion and loss ofgloss occurs above 20D F (93 C)but does not affeaperfomence. Under Insulation Continuous: 300 •F (149 •C) Resistance Dsozloration and loss otgloss occurs above 2o0 F (93 C)but does not afiedperfnnnance. Limitations Do not apply over latex coatings. For immersion projects use only factory made material in special colors. Consult Technical Service for specifics. Topcoats Surfaces must be clean and dry. Remove all did, dust, oil and all other contaminant. Immersion: SSPC-SP10 Nan -immersion: SSPC-8136 1.5-3.0 mils (38-75 microns) SSFG-SP2 or SP3 are suitable cLeanfng methods for mlid environments. Prime with specific Carboline primers as recommended by your Carbolne Sales Representative. Referto the specific primer's Product Data Sheetfor requirements. Concrete must be cured 28 days at 75•F (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 odar joints should be cured a min of15 days. Drywall & Plaster Joint compound and plaster should be fully cured prior to coating application. Previously 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 Data Test Method System Results ASTM B 117 Salt Fog Blasted Steel 2 cts 890 No effect on plane, rust in scribe. 111 IT undercutting at scribe after 2000 hours ASTM Bl17 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 Pr. 1 ct 890 1000 cycles, CS17 wheel 1000 gm. load STM D1735 Water Fog Blasted Steel 1 ct. No blistering, rusting Epoxy Pr.1 ct. 890 or delamination after 2800 hours ASTM D2486 Blasted Steel ct. 890 93%gloss retained Scrub Resistance after 10,000 cycles W liquid scrub medium ASTM D3359 Adhesion Blasted Steel 1 ct 89U 5A ASTM D3363 Blasted Steel 2 ct"890 Greater than OH Pencil Hardness ASTM E84 Flame 2 ct 890 5 Flame 5 and Smoke Smoke Class Test reports and additional data available upon written request. Mixing & Thinning Mixing Power mix separately, then combine and power mix. DO NOT MIX PARTIAL KITS. June 2016 ws( To the bee ofour Imnwled ge the technical data contained herein is true and accurate onthe date of publican on and is subject to change without prior notice. user nu contact Carbolim Conp any to Wanly eoneanew before ape afying or ordering. No guarantee of accuracy is givan or implied. we guarantee our products confonnto Carboline quality coironl. We assume W responsibility for coverage, performance or injuries resulting firm use. Liability, ifany, is limhedte replacement of products. N0 OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY CARB 0 LI NE, EX PR ES OR IMPLIED, STATUTORY, BY OPERATION of LAW, 0R OTHERWISE, INC LUDI NO M ERC RANTAB I LIT AND FITNESS FOR APARTI CULAR PURPOSE. Carboline(E)and Carbogu ard0 are registered trademarks of Carboline Company. Pagel of 2 Carboguard° 890 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 Ife ends when coating loses body and begins to sag. Pot life times will be less at higher to mpemtures. Curing Schedule Surface Temp.° DrytoRecroartDrytoRecoall & 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 75 °F (24 °C) 4 Hours 8 Hours 1 Days 5 Days 90 °F (32 °C) 2 Hours 4 Hours 16 Hours 3 Days Higher film thickness, Insufficient ventilation or cooler temperaW res will require longer cure times and could result In savant entrapment and premature hill Excessive humidity or condensation on the surface during curing can interfere with the cure, an cause discoloretlon and may result In a surface haze. Any haze or Mush tagst be removed by water washing before recoating. During high humidity conditions, it is recommended that the application be done while temperatures are increasing. Maximum recosthopcoat times are SO days for epoxies and ea days for polyurethanes at 75°F If the maximum recoat times have bean exceeded, Me surface must be atxaded by sweep Meeting or scantling prior to the application of additional coats. L'ate! below are general equipment guidelines for Me application of tilts product. Job site conditions Cleanup may require modifications to these guidelines to achieve the desired results. Spray Application This is a high solids coating and may require (General) adjustments in spray techniques. Wet film thickness Safety is easily and quickly achieved. The following spray equipment has been found suitable and is available from manufacturers such as Binks, DeVilbiss and Greco. Conventional Pressure pot equipped with dual regulators, 3/8" Ventilation 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 Fitter 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 1 Material 1 Surface 1 Ambient 1 Humidity Minimum 50 °F (10 °C) 50 °F (10 °C) 50 °F (10 °C) 0% Maximum 9U% This product simply requires the substrate temperature to be above the dew point Condensation due to substrate temperatures below Me dew, point can cause flash lusting on prepared steel and interfere with proper screech to the substrate. Special application techniques may be required above or below normal appfication conditions Shelf Life Use Thinner #2 or Acetone. In case of spillage, absorb and dispose of in accordance with local applicable regulations. 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. When 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. Part A: 36 months at 75°F (24*C) Part B: 15 months at 75°F (24°C) 'When kept at recommended storage conditions and in original unopened containers. Shipping Weight 2 Gallon Kd - 29 Ibs (13 kg) (Approximate) 10 Gallon Kt -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 (Setaflash) 73°F (23°C) for Part B Storage Store Indoors. Thus product is solvent based and not affected by excursions below these published storage tom pemtures, down to to°F, for a duration of no more than 14 days. Allays inspect the product prior to use to make sure it is smooth and homogeneous when property mixed. • roatings-Linings-Firep hrzg June 2016 osas To the beat of our knowiedge the technical data com ined herein is true and accurate on fie data of publication and is subject M change without prior notice. User must correct Call Company to verify correctness before specifying a ordering. No guarantee of accuracy is given or implied We guarantee our products to conform to Carboline quality control. We assume no responsibility for coverage, performance or injuries resulting from use. Liability, if any, is limited to replacement of products. NO OTHER WARRANTY OR GUARANTEE OF ANY WIND IS MADE BY CARBOUNE, EXPRESS OR IMPLIED, STATUTORY, BY OPERATION OF LAW, OR OTHERWISE, INCLUDING MERCHANTABILITY AND FITNESS. FOR APARTICULAR PURPOSE Cadnline• and Carboguard® are registered tmdernad¢ of Cartwline Company, Page 2 of 2 PROPERTY LINE EXISTING SLOPE EYISFING C E smEwALx i DRAINAGE BOARDS BY OTHERS) TFMPORdAYTINBER J BLOCK LEIS PLACED AT INTERIOR FACE OF WALL FOR SOLDIER BEAR REMOVAL. ENSTING RESIDENCE PROPEFtt LINE � mER�� PROPOSED TGNOPARY SHORING (SEE SHEET SH2 FOR ELEVATION) I i I ill !lI 1 vftovoseD DRIVEWAY I - I 1'=� aD 3s - SEE ELEVATION FOR SPACING — _ FILL VOIDS BEHIND UGGING WITH LEAN CONCRETE J PROPOSED BASFAIENT PROPOSED TEMPORARY SHORING SEE SHEET SH3 FOR ELEVATION) ail ®b PROPOSED TEMPORARY SHORING (SEE SHEET SHa FOR ELEVATION) EXISTING RESIDENCE I'9"NFI DV£RIFYI BUILDING WALL(BY OTHERS) REBAR D' DIA PAX.) CUT h RFAWVE PROTRLDING WEB B FLANGE UPON COMPLETON OF LIFE PROPOSED STRUCNRE AND/OR AS DIRECTED BY THE STRUCTURAL ENGINEER OF RECORD. FULL ALL VOIDS WITH IN APPROVED NON SHRINK FRONT ACCORDING TO PROJECT SPECIFICATIONS. PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SB# 26-31 N.T.I. REOUEST FOR ALTERNATE MATERIAL A SVdLL PORTION OF SOLDIER BEAMS #26.31 NAMJDANGE SECTION ROES NOT HAVE CONCRETE COVER BECAUSE OF THE NEED TO INSTALL LAGGING. CORROSION PROTECTION IS PROVIDED THROUGH THE USE OF CARBOLINE EPDXY PAINT, AS SHOWN IN DETAIL 31SH6. —P �, ancrncnn'metiLnwl,c PROPERTY FINE EXISTING F.I.E.1 W cc x � II Q W M cc LL EXISTING CURE a SIDEWALK I I I �carbCarboguard® ohne990 ® ux. a nu�mv° yaawa v°m. w�imewnmmuxauvnamm o�a��R`®e��ww m�a �� 9�iv ATsu:ev aduannu. az.lna,nm.q.c w......s..`..�, v�..ww...E..r�.a,w.........v. q.....�o..�.�,.......:�.�ux - CITY OF NEWPORT BEACH �`` ��''� COMM11IRM DEYELOPMENT DEPARTAfENT F ..NODOTSLON I °'�.o.." tmae os+ Due Pm. am. �I rvrv� Vim. EABmmm15 RASE XO_ ❑PEtltesici ,� Ruo,�xule vAlwcooe��9 p115f sasms «"NR.sw,.-�,,, .�iox ° re-a+N �:9•a�.mxam, .�.. * El— svc.asoreTamamoxrcnow,m®S1�I +°, puewf,n gnaavuay,a v.°mrgw� Pan fwx6ws geunpMn Saetlxry 1.362 0. ❑ Nas.xNMmxaax,A e. yPxs �• xmt,w•RAeenxm. W� pNJLLc usmn mneuelw r. nM� ur mu r rrea Smoma. cA ze av mp.vFm. ee wW.xH� [� l 5ese 1 S RFtlIBE MW®IY�m6d meIPTM ee �vtnmeMeuatim � TNNLNmxwaoP•Rurvuaa mDReLcmnn: psna n Ero TYF exly Dam6sNAcmN .m o +we omctw.mrxtw.e � -.sin nxwa� o�mnen. ,,,,.a ❑APPmme ❑Dsw,...e ow��.,...x�ma D� oR.x.aloo�mob+xon •. . oxw.mor$,moes awnt�m. �. .maa TrR.9s+e ❑x..te ❑D.�mpw�.,...Px ❑ammnlRaea°.nw.a) .w++xEm.wa,p cmrw. aAPN=x•: Rawm�wpneffi�a��eTM.tiw.m ai �vbaw..anu.z,i «.�m.ml WRNERREGEIDTIANBER. rmwan-lwmuv Carboguard® 890 aus° vmnwuW w `Rai .x.....a v w..�.e.... Imvl aMxaWa •®c.era.nn�°nwwt RYI wmarrw.,w r .v,rw+r«.r.a.s _��..a..,...,. ereeae.a.nw.,m........e...,<.o..�..w...,.v�v'm"•Mz✓z SHORING DESIGN GROUP C49$ TRY. CM9212 .GRH sAN OIEGO. U 92II9, O60)5fl6-eIP Y J 11 New anmm Imme II iza9 2021 (Oil II SEUEEET 0/192033 PM ` H-0 REY P. REED R.C.E. WAl W, 3.111.1 RATE W 6D1 3 /l5 S PROPERTY LINE TIMBER LAGGING (SEE ELEVATION) WATER PROOFING Et DRAINAGE BOARDS (BY OTHERS) TEMPORARY TIMBER --Z BLOCK -OUTS PLACED AT INTERIOR FACE OF WALL FOR SOLDIER BEAM REMOVAL. 3 SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE BURN HOLES THROUGH SOLDIER BEAM WEBS FOR LONGITUDINAL REBAR (1" DIA. MAX.) PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SB# 26-31 SH6) N.T.S. REQUEST FOR ALTERNATE MATERIAL A SMALL PORTION OF SOLDIER BEAMS #26-31 BEAM/FLANGE SECTION DOES NOT HAVE CONCRETE COVER BECAUSE OF THE NEED TO INSTALL LAGGING. CORROSION PROTECTION IS PROVIDED THROUGH THE USE OF CARBOLINE EPDXY PAINT, AS SHOWN IN DETAIL 3/SH6. EPDXY COAT ENTIRE BACK FLANGE Et 4" OF WEB ALONG "H" + 24". 1'-9" (FIELD VERIFY) PROPOSED SUBTERRANEAN BUILDING WALL (BY OTHERS) BUILDING WALL LONGITUDINAL REINFORCEMENT (REFER TO STRUCTURAL DRAWINGS) CUT Et REMOVE PROTRUDING WEB Et FLANGE UPON COMPLETION OF THE PROPOSED STRUCTURE AND/OR AS DIRECTED BY THE STRUCTURAL ENGINEER OF RECORD. FILL ALL VOIDS WITH AN APPROVED NON -SHRINK GROUT ACCORDING TO PROJECT SPECIFICATIONS.