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Home My WebLink AboutX2017-3994 - Misc (2)From: X,2017-399 X038 Ocean From CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 CIVIL ENGINEER'S CERTIFICATION FORM Date: 920 N AV&D - W1 S -B 23014 ln+—W 1R UP -110f Lk6v�v,� f/i'cc s, �i,►t. qz 6,r3 ATTENTION: GRADING ENGINEER, BUILDING DIVISION GPC No.: Tract/Subdivision/Lot No.: /0 Rough: _Final: Project Names: ?.*LL Vu L„i 6� -Er 20 30 6. 21 Oar/Developer: ai LC �,/riyLSTt�'L Type of Project: Notes: CQr Tract: _ Drainage Commercial Other Industrial Yardage for Project: Notes: Cut: _ Borrow: Fill: _ Export: I hereby approve the grading for this project in accordance with my responsibilities under the City Grading Code. I have inspected the project and hereby certify that all areas exhibit positive surface flow to public ways or City approved drainage devices. The grading has been completed: X in conformance with, with the following changes to the approved grading plan. Description of Changes: �< 9 p t� Company: lye Name: nOAJ /ti//6009! 'A- %4653yy (print) (sign) OF �L�F License No.: yb T3 (RCE/LS) Farms\Civil Engineers Certification Form 9-13 CITY OF NEWPORT BEACH COVIMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newr)ortbeachca.gov 1 (949) 644-3200 PRE -GRADE MEETING AGREEMENT DATE: �j' JOB ADDRESS: _Z03$ C 0CCary hro,,,t 1. The grading plan check number for this site is and correspondence. Z g_ S- ?017 _ and will be referred to in all reports, certifications 2. STOP ORDERS Whenever any work is being done contrary to the provisions of the City Codes, the Chief Building Dfflcial or his authorized representative may order the work stopped by notice in writing served on any persons engaged in the doing or causing such work to be done and any such persons shall forthwith stop such work until authorized by the Chief Building Official to proceed with the work. 3. The stamped set of approved plans shall be on the job site at all times. 4. NOTIFICATION OF NONCOMPLIANCE If, in the course of fulfilling their responsibilities, the civil engineer, surveyor, the soils engineer, the engineering geologist or the testing agent finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Division. Recommendations for corrective measures, if necessary, shall be submitted to the Building Division for approval. 5. When import or, export of materials is required, haul routes to and from the site shall be approved by the City Traffic Engineer and hauling procedures shall be in accordance with Chapter 15 of the Newport Beach Municipal Code (NBMC). Contractor shall use Best Management Practices (BMP's) to insure that all water quality issues are addressed. 6. Between October 1 and April 30, erosion control BMP measures shall be in place. During the remainder of the year dry season wind erosion BMP's (dust control) shall be implemented. Sediment control BMP's shall be installed and maintained at all operational storm drain inlets internal'to the project. BMP's to control off-site stormwater from sediment tracking shall be implemented and maintained. Appropriate BMP's to prevent contamination of to deploy BMP's to protect'on all exposed Portions es shall be implemented. siteewithin 48-hoursrwhen he Natiionaliggered" actionaWeand the ability ather Service forecasts a 50% or greater chance of rain. 7. All fills shall p /compacted throughout to a minimum of 90 percent compaction as determined by ASTM test method 155/7' and approved by the soils engineer. Compaction Preliminary sods reporttests shall be performed according to the . 8. All trench (including interior and exterior utility trenches) and retaining wall backfill shall be compacted throughout to a minimum of 90 percent relative compaction and approved by the soils engineer.' 9. Whenever work on which required inspection/testing is covered by additional work without first being inspected/tested, the Chief Building Official shall require by written notice that the work be exposed for examination. The work of exposing and recovering shall not entail or be subject to expense to the City of Newport Beach and will be the sole expense of the Permittee. 10. Landscaping of all slopes and pads shall be in accordance with 15.10,130 of the NBMC. 11. Approved drainage provisions shall be used to protect adjoining properties during the grading operation. 12. The permittee or his agent shall notify the Building Division when the grading operation is ready for each of the following inspections: a. PRE -GRADE MEETING When the permittee is ready to begin work, but not less than two days before any grading or brushing is started. b. D b I aAi GE DE ICE INSPECTION CTION or After forming mater f terrace is edrains, down drains or after placement of pipe in er any provided to all rough completed, h e roi d. heGHGRADING When he Building Inspectors discretion. tor at foundation or sooner based on tnpec rotectr been e. FINAL When all work, including installation of all drainage and thestructures an dottier Ps havebeen submitted completed and the as -graded plan, professional app oved by 13. All footing excavations; slab on gradeareasand oval shall be submitted bmitfed to the Buildinbe-inspected and g he Geotechnical Inspect ' Engineer or Engineering Geologist. Written app 14. Prior to the start of grading, all permanent property corner monuments shall be in place. Prior to any foundation inspections, proof of recordation of the "corner record" or "record of survey" with the County of Orange shall be provided. 15. The undersigned acknowledge a copy of the above and agree to comply with the Grading Code of the City of Newport Beach, the recommendations of the project soils report and any special requirements of the permit. igned and stamped by 16. Pecord and submitted to esti buia Lnine and Grad A e Cerutctur a ObservaForm mution Report may be equi red.the surveyor of rior to foundation the 17. All parties listed below must be present for the pregrade meeting unless approved by the building inspector. By: Address: Telephone: GEOTECHNICP By: Address: Telephone: DESIGN CIVIL ENGR.: �U Sufv ua R — ry�A By't t _�� , r_talwt �P.ddress: aIfli Telephone: on GEOLOGIST.: By: Address: Telephone: COORDINATOR: GRADING CONTR.: By: By: aC Address: Address: �"?� e�Lyi' Telephone: %j r j ,y_,q�,1 Telephone: PHONE #: NEWPORT BEACH REPRESENTATIVE: INSPECTION REQUESTS: (949) 644-3255 New ort BeachConstructi; 00 a.m. to 6:30 P.M. Monday through Friday: Saturdays: 6:00 a.m. to 6:00 P.M. No work on Sundays and Holidays Fomislpregmde meeting agreement 8.12 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 926588915 www.newaortbeachca..qov 1 (949) 644-3200 SETBACKS AND TOP OF SLAWFLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. Engineer/Surveyor's Name &N A#0*E'D 1-7t4.+ License # C4 `65,3 Engineer/Surveyor's Address 7,3011 LAW I-�r ()n Pyo 9 (,,I�(//(f #s,145 Job Address 70 39 o c& -A / Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 1 3 -7:F— LI-AA6 * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are W, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is 4N, is not ❑, per City approved drawings. Describe any deviations from plans: Date Forms/SetbacksandTopotSlabElevationCeit. It f, 0 P�f eWp°Rr CITY OF NEWPORT BEACH > > COMMUNITY DEVELOPMENT DEPARTMENT r .' � " uZ BUILDING DIVISION " C 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 S/FoaN www.newportboachca.gov 1 (949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address: 2.n3F� Cr, 04Q:A-A1 Building Permit Number(s); 2-cr/6J "-09(2,9 As the surveyor of record for the project at the above address, I hereby certify that I have reviewed the City of Newport Beach approved plan and original topographic survey and based the elevations listed below on those plans. Elevations shall include an allowance for roofing material thickness if not yet installed. Provide each critical ridge and flat roof, or roof deck railing elevations indicated on the approved plans. Use the format below on the back of this form if additional space is necessary or further explanation is needed. Provide original copy to the inspector before roof framing inspection. All elevation points are based on: 2 NAVD88 O NGVD29 O Assumed Please provide the fallowing elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. hQ0 2rr%jl',L( UP' Ia/IFiEIa�`�� RIDGES (3:12 slope or greater) 1. Approved elevation point of ridge is Z -w%5~ and actual elevation point isZ=✓5` 2. Approved elevation point of ridge is and actual elevation point is 3. Approved elevation point of ridge is and actual elevation point is FLAT ROOFS, PARAPETS AND GUARDRAILS 1. Approved elevation point of flat roof or parapet is and actual elevation point is 2. Approved elevation point of flat roof or parapet is and actual elevation point is 3. Approved elevation point of flat roof or parapet is and actual elevation point is I certify that the above height measurements are correct and the above project: QQIs in compliance with the City -approved plans. OIs NOT in compliance with the City -approved plans (Provide explanation). Please describe any deviation from the City -approved plans on the back of this form. /t, lef' Surveyor or Civil Engineer's*signature ns al (Wet stamp and signature required) * License number of 33965 or lower F..i \Huildmg Height Cc,IiGc:rtiuu 11/112/IG Date �wra+ t6 CORNER RECORD Agencylndex Document Number _ City of L�tr-ACL/County of California Brief Legal Description _ ��_�� Ajo-rekw P •1T_�__� —,��/ 0,43--U T -- CORNER TYPE COORDINATES (Optional) N. E. Government Corner ❑ Control ❑ Elevation Meander ❑ Property a Units Metric ❑ U.S. Survey Foot Rancho ❑ Other ❑ Horizontal Datum Zone Epoch Date Date of Survey _ Vertical Datum ❑ Complies with Public Resources Code §§ee01-8819 ❑ Complies with Public Resources Code §f8890.890% PLS Act Ref.: ❑ 8765(d) ® 8771 ❑ 8773 ❑ Other: Corner/ Left as found LO Established ❑ Rebuilt LJ Pre -Construction Monument: Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of crrner identified and monument as found. set, reset, replaced, or removed. See sf-eel 42 foi desciption(s): SURVEYOR'S STATEMENT Tipis Corner Record Hca; prnparod ry me or under my clue, lion. ;n conlormance with the Frofass;onal L,:ncl Surveyors ,Act on _ L'�y Signed _- _ _ P.t_S. of R.C.E Nn. -.-- COUNTY SURVEYOR'S STATEMENT Thi; Corner Record was recei•.cd and examined ar, flled C TI, o . -tle Co,mly Surveyor's CrmniFlit i , ';L £•n P.L.S. or F.C.E. No. Paye ; .1 ' �Q 5uK VAC\ \ EM�1 O� 3 r Document Number ___.._.A9encyIndex_____.______ i N18 3149 /!s Naas\E vsr o ? N o C N1g°lS49 l ® \ •`0. �l l / \ a 180'S''1 �\ W p 80 pp p (8 .0) 'aI' IV b �7 mz / �(\p, Go / rn O o O .ro0'o�o7z�00 O no o \ \ G v ro N 'k P °° �j Ca' H H 'V16 -23,V s p I A O {ALJ \ �4.' N fn A (i�j] 0 `yygi log 1 /v0, / O g g H a C O 80.00, / N! (800J ` ! 6°1039 E / O� w [d b bl n rn ro N W m b ro l6°OS21 B .- O C w N H 0 7' !S' )VIS S-� 80.00, �% Q09v, N O 'd .� a t w !" \ER9p v D\ 2 Ctl o p z N \ ---,J � 0 N z H �0 -o o0z ti y a �� .g� Icn �n o td 0 I o x\(80.0)" I � � N / tz —(80-0 8p a - �) $ WOd [ron / oo1V�03A b7 7� y Vl MST N19p $ o •-i$Atoi � o 20,2 CITY OF NEWPORT BEACH Community Development Department' Building Division 100 Civic Center Dr.] P.O. Box 1768 1 Newport Beach, CA 92658 > ! -- _ r �1v 1 (949) 644-3200 �Cf Fsru�� CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: Z®30 g• gcB PERMIT NO.:yzaa-1014!/ THIS FORM SHALL BE COMPLETED ANIS SIGNED PRIOR TO REQUEST FOR FINAL BUILDING INSPECTION. ONE COPY OF THIS FORM SHALL BE SUBMITTED TO THE BUILDING INSPECTOR AT FINAL INSPECTION AND ONE SHALL BE PROVIDED TO THE BUILDING OWNER AS PART OF THE CAL GREEN CERTIFICATION PACKAGE. The following section shall be completed by a person with overall responsibility for the planning and design portion of the project. REQUIRED DOCUMENTATIONS PROVIDED TO THE PROPERTY OWNER(S) L Franchise Hauler for Construction/Dernoliition Waste (65% dein. reuse of nonhazardous waste) &? 'VOC Contents Limitation itYFormaldehyde Emissions Limitation CYT -24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mach., Plumb.) I1?"�T-24 Energy Certificate of Verifications or Acceptance ( Env., Oil, Liahtina, Photovoltaic, Mach., dumb., HERS) Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) V,-'Icertify that the moisture content of the wall and floor framing is less than 19 percent as determined in accordance with Section 4.505.3 of CAL Green prior to being enclosed. DECLARATION STATEIMEdNT = i certify under penalty of perjury, under the laws of the State of California, the information provided is true and correct. I certify that the installed measures, materials, components, or manufact red sle*vices lzle'n;i'iied on this certificate conform to all applicable codes and regulations, ?n. d the inst0a+.ion is consistent with the plans and spacif,cations approved by the anforcing agency. Responsible Person's Name: Data 3-1 otes: Signature: x2097.3gRq 2033 0Geon Frond E CITY OF NEWPORT $.EACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newaortbeac ca a 1 (949) 644-3200 Structural Observation Owner's of Structural Observer (So): Tsp PLEASE INDICATE STRUCTURAL ELEMENTS ANn nnhietcr'TinKi ncamrn #: ISO I declare that the following statements are true to the best of my knowledge 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure Is In general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 1-418 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.00v 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB PermR #: 2038 E. OCEAN FRONT 8/22h 8 D14PHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED Building Owner Name: Owner's Mailing Address (g different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License/Reg. #: Farhad Manshadl FarhadrMeafime cohr 714-835-2800 CE36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check aoDlirnhlw hnywcl I declare that the following statements are true to the best of my knowledge 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction. stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. B-22-18.. FOUNDATIONS SHEAR WALLS FRAMES D14PHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERV ED Conventional Footings 8 Slab ❑Concrete r Steel Concrete Mat Foundation, Prestressed Concrete 171 Masonry !Concrete ❑ Steel Deck r Caissons, Piles, GradeJ Beams Wood or Manuf. Shear Panels r� M Masonry Wood [Main First floor sht'g of the garage an house and tower d B-22-18 F' Other: n Other: ` r Other:: 11 Other '. Q ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. r.'II OBSERVED DEFICIENCIES AND COMMENTS: Deck sheathing is excluded from this report, -[ REPORT CONTINUED ON ATTACHED PAGES FINAL STRUCTURAL OBSERVATION REPORT: The structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction. stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. B-22-18.. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit#: 2038 E. OCEAN FRONT 6/22/2018 BSERV ED Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License/Reg. #: Farhad Manshadi - Farhad(�esifine.com 714-835-2800 CE36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S)0DATE OBSERVED BSERV ED Conventional Footings & Slab F, Concrete r Steel r Concrete Footings, rebar, A.B's, H.D's, Hardy bolt, Pads, Grade beam at garage, patio fireplace, stair pier 6-22-18 F-, Mat Foundation, Prestressed Concrete )"". Masonry F Concrete F Steel Deck - Caissons, Piles, Grade' Beams Wood or Manuf. Shear Panels r Masonry F wood (-'I Other: r Other: r Other: F Other (- ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. �i OBSERVED DEFICIENCIES AND COMMENTS: F REPORT CONTINUED ON ATTACHED PAGES F_ FINAL STRUCTURAL OBSERVATION REPORT: The structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom Ihave designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 6-22-18 OgROFESs/ON q y�ti,Q� �p,D MgNs.l2-' - O 2 W 6840 m T,9 cin- F• lFOFCALIFO�a\ CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O.. Box 1768 � Newport Beach, CA 92658-8915 www riewoortbeachca.aov 1 (949) 644-3200 Structural Observation Report Pro)ect Address: 2036 E. OCEANFRONT Report Date: 6/00/2018 CNB Inspector Name: Farhad Manshadi CNB Permit #: lding Owner Name: FFarhad Owner's Mailing Address (if different from site); Owner's Telephone M CNB Plan Check #: Name of Structural Observer (SO): SO E-mail Address: SO Telephone M SO LioenseiReg, M Manshadl Farhad@esifine.com CE 36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check anDlicable boxes) 1 declare that the following statements are true to the best of my knowledge I . I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure Is In general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptanceof the structural systems by the City of Newport Beach; Building Division. 6-09-18 FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (FloodRoof) INDICATE LOCATION(5) OBSERVED DATE OBSERVED Conventional -Footings & Slab Concrete Steel Concrete Footings, pads; rebars, H:D's; .B's, Hardy bolts, grade beam 6.09-2018 Mat Foundation, Prestressed Concrete r Masonry Concrete Steel Deck I-- Caissons, Piles, Grade Beams I— Wood or Manuf. Shear Panels r— Masonry F Wood Other: r Other: F— Other: �" Other L- ITMENS CHECKED ABOVE ARE -APPROVED -AND WITHOUGH-DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: "OBSERVATION .� REPORT CONTINUED ON ATTACHED PAGES REPORT:h the approved construction documents, and all observed deficiencies were corrected. 1 declare that the following statements are true to the best of my knowledge I . I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure Is In general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptanceof the structural systems by the City of Newport Beach; Building Division. 6-09-18 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www newoortbeachca oov r (949) 644-3200 Structural Observation Report Project Address:Report Date: CNB Inspector Name: CNB Permit #: 2038 E. OCEANFRONT 5/0712018 Farhad Manshadi , Building Owner Name: Owner's Malting Address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E -mall Address: SO Telephone #: SO License/Reg. #: Farhad Manshadi Farhad@esifine.com Steel Deck CE 36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check annlirahla hnvacl I declare that the following statements are true to the best of my knowledge 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and Is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure Is in general conformance with the approved construction documents; 3. 1 understand that ail deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 5-07-18 DATE FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footings & Slab Concrete Steel Concrete Foundation of wells in he garage andnd ba bath! 5-07-2018 �-- Mat Foundation, Prestressed Concrete �"-, Masonry Concrete Steel Deck �—, Caissons, Piles, Grade Beams r� Wood or Manuf. Shear Panels M Masonry Wood Other: Jr-, Other: �. Other: r`" Other Basement walls footing r+ ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. r OBSERVED DEFICIENCIES AND COMMENTS: - REPORT CONTINUED ON ATTACHED PAGES rV FINAL STRUCTURAL OBSERVATION REPORT: he structural generally compiles with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and Is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure Is in general conformance with the approved construction documents; 3. 1 understand that ail deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 5-07-18 DATE CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.Q. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: Report Date: CNB Inspector Name: CNB Permit #: 2038E OCEAN FRONT 3'/15/19 DATE OBSERV ED Building Owner Name: Owner's Mailing. Address (if different from site); Owners Telephone # CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address:. SO Telephone #: SO License/Reg. #: Farhad Manshadi Farhad(cDesifine.com 714-835-2800 '. ' : CE36840 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) I declare that the following statements are true to the best of my knowledge I I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 3-15-19 FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERV ED Conventional Footings & Slab [h Concrete r Steel ❑ Concrete Trellis Grade beam 3-15-19 r Mat Foundation, Prestressed Concrete �—' Masonry [Concrete [Steel Deck I--; Caissons, Piles, Grade :Beams Wood or Manuf. Shear Panels r Masonry Wood [� Other: '- ❑ Other:'. Other: Other r_1 ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: -.;17 REPORTCONTINUED ONATTACHED PAGES FINAL STRUCTURAL OBSERVATION REPORT: The structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge I I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1 or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verity that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. 3-15-19 X20IT3q9V 2038 0 ceon fron4 Z' February 1, 2019 Ralf Mitschrich Christiano Homes Re: 2038 E. Ocean Front Newport Beach CA / Filling of Voids in Concrete Dear Ralf, This letter is to confirm that the Sikacrete 211 SCC Plus, is an acceptable material for use to fill trenches and or voids on the above referenced project. This pre-engineered material has enhanced physical properties and compressive strength and can be poured or pumped into place. I hope this information meets your project needs. Please let me know if I can be of any further assis- tance. Sincerely, Kurt Anderson District Manager Sika Corporation 949 300-2209 Sika corporation, 12767 E. Imperial Highway, Santa Fe Springs, CA 90670, USA ,:ierte. Tel: 562-903-3677, wwmsikausaxom 75� Product Data Sheet Edition 10.8.2014 SikaaaaaaaliscoCrete® Sikacrete®211 SCC Plus Technology ''Sikacrete® 211 SCC Plus One -component, cementitious, polymer -modified, self consolidating concrete mix with an integral migrating corrosion inhibitor Description SikacretEP 211 SCC Plus is a one -component, self consolidating concrete containing factory blended coarse aggregate. This self consolidating concrete bag is silica fume and polymer modified and also contains a migrating corrosion inhibitor. Where to Use . Full depth repairs. ■ On grade, above and below grade on concrete. ■ On horizontal surfaces. . Vertical and overhead surfaces when formed and pumped or poured. a As a structural repair material for parking facilities, industrial plants, walkways, bridges, tunnels, dams, and balconies. . Filler for voids and cavities. Advantages Is Self consolidating concrete - Excellent placement characteristics. . Polymer -modified. . Integral Penetrating Corrosion Inhibitor. ■ Silica Fume Enhanced. a Prepackaged coarse aggregate. Eliminates the need to extend material in the field. Elimi- nates the risk of reactive aggregate. ■ Can be pumped or poured into forms and gets excellent consolidation without vibrating. i Coverage Approximately 0.50 ft./bag. Actual results on site may vary. Packaging 65 Ib. bag. i Typical Data (Materia/ and curing conditions @ 73°F (230C) and 50% R.H.) RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, - TEMPERATURE, APPLICATION METHODS, TEST METHODS, ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life 1 year in original, unopened packaging. Storage Conditions Store dry at 4W -95°F (4°-35°C). Condition material to 65°-75°F (18°-24°C) before using. Initial Spread SCC, 27-33 Inches approx. Spread at 30 min. > 15 inches Application Time 60 minutes Flexural Strength (ASTM C-78) 1 day 500 psi (3.4 MPa) 7 days 750 psi (5.2 MPa) 28 days 1,000 psi (6.9 MPa) Splitting Tensile Strength (ASTM C496) 7 days 750 psi (5.1 MPa) 28 days 1,000 psi (6.9 MPa) Slant Shear Bond Strength' (ASTM C-882 modified) 1 day 13000 psi (6.9 MPa) 7 days 1,500 psi (10.3 MPa) 28 days 2,500 psi (17.2 MPa) Direct Tensile Bond (ACT 503) 1 day 250 psi (1.7 MPa) 7 days 300 psi (2.1 MPa) Compressive Strength ( ASTM C-39) 1 day 2,000 psi (13.8 MPa) 7 days 6,500 psi (37.9 MPa) 28 days 6,500 psi (44.8 MPa) Shrinkage (ASTM C-157) 28 days <0.05% Chloride ion permeability (ASTM C-1202) 28 days <650 Coloumbs wm^�. n INSTRUCTIONS ON THE PROOUCTS NIIOST CI IRR ENT PRODUCT DATA SH EET� PROD UrT i_naEi AAD SAF E.. DAM WHICHARE AVAILABLE O,N4L!NE , P.fiUSA.Sv,,A:CvNJ OR SY CALLING S nA'S TECHNICAL SERVICE CIE ® ARTMENTAT 800.933.7462 NOTHING CONTAINED IN ANY SIF.AMATERIALS RELIEVES THE USER OF THE OBLIGATIONI O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH W THE CURT RENT PRODUCT DATA SHEET PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. A140 Freeze Thaw Resistance (ASTM C-666) 300 cycles > 99% Scaling Resistance (ASTM C-672) 50 cycles 2 Sulfate Resistance (ASTM C-1012) Length change after 6 months 0.006 Mortar scrubbed Into substrate. 1 How to Use Surface Preparation Remove all deteriorated concrete, dirt, oil, grease, and all bond -inhibiting materials from surface. Be sure repair area is not less than 1 in. in depth. Preparation work should be done by high pressure water blast, scabbler, or other appropriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile of t1/8 in. (CSP -7-8). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) With no standing water during application. 9 Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all traces of rust. Where corrosion has occurred due to the presence of chlorides, the steel should be high-pressure washed with clean water after mechanical cleaning. For priming and protection of reinforcing steel use SikaaaArmate& 110 EpoCem (consult Techni- cal Data Sheet). Mixing Start mixing with 5.5 pints of water. An additional 0.5 pint can be added if needed. Do not over water as excess water will cause segregation. Add Sikacretee 211 while continuing to mix. Mix to a uniform consistency, maximum 3 minutes. Mechanically mix with a low -speed drill (400-600 rpm) and paddle or in appropriate -size mortar mixer or concrete mixer. Application Pre -wet surface to SSD(Saturated Surface Dry). Ensure good intimate contact with the sub- strate is achieved. To accomplish this, material should be scrubbed into the substrate or other suitable means should be employed such as vibration of the material or pumping under pres- sure. Vibrate form while pouring or pumping. Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi Increase in normal line pressure is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and forms stripped when appropriate. Tooling and finishing As per ACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based* compatible curing compound. Curing compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after i I finishing. Protect newly applied material from direct sunlight, wind, rain and frost. 'Pretesting of curing compound is recommended. Limitations a Application thickness: Minimum 1 in. (25 mm); Maximum 8 in. (200 mm). Thicker applia- tions have been done successfully. Please consult Sika Technical Service. ■ Minimum ambient and surface temperatures 45'F (7°C) and rising at time of application. is As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts, with an appropriate epoxy such as Sikadura 32 Hi -Mod. PRIOR TO EAC H USE-OFANY IKA PRODUCT, THE- USER MUST A LwAYS-READ70 FOLLOW TH E WA RNINGS AND n II I THE ON . HE PRO_L..TS PJ105T GURR.EN? PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:?/USA.SIKA.COM/ OR BY CALLING SIKH'S TECHNICAL SERVICE DE. PARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANYSIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR- RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. KEEP CONTAINERTIOHTLYCLOSED. KEEP OOTOF REACH OF CHILDREN. NOT FORIWERNALCONSUMPTION. FOR INDUSTRIAL USE ONLY. FOR PROFESSIONAL USE ONLY. For further information and advice regarding transportation, handling, storage and disposal of chemical products, users should rater to the actual Safety Data Sheets containing physical, ecological, toxicological and othersefety related data. Read the current actual Safety Data Sheet before using the product. In case of emergency, call CHEMTREC at 1-800424.9300, Intematlonal 703427-3887. Prior to each use ofany Sika product, the user must always read and follow the warnings and Instructions on the product's most Comm Product Data Sheet, product label and Safety Data Sheet which are available online at htip:f/usa.alka.comf or by calling Shot's Technical Service Depart- ment at 800-933-7462. Nothing contained In any Sika materials relieves the user ofthe obligation to read and followthe warnings and Instruction for each Sika product as set forth In the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Regional Information and Sales Centers. For the location of your nearest Bike sales office, contact your regional center. Sika Corporation Sika Canada Inc. Slim Mexicana S.A. de C.V. 201 Polito Avenue 601 Delmar Avenue Carmilem Libre Celaya Km. I Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanem v Phone: 800-933-7452 Quebec H9R 4A9 Corregicore, Queretaro se:oaN:t Fax: 201-933-6225 Phone: 514-697-2610 C.P. 76920 Fax: 514-694-2792 Phone: 52 442 2385800 "`— Fax; 524422250537 Sika and Sikecrete are registered tratlemaBa. Made in USA. Pdntw In Canada. CHEERS Registry 2038 E Oceanfront CF3R - Verification QII Mechanical ENV21 Passed MCH27 Passed ENV22 Passed ENV21 Passed ENV23 Passed I MCH01 passed CF2R - Installation Page 1 of 5 Download docs — 0 Send docs; - Envelope QII Lighting Mechanical ENVOI Passed ENV21 Passed LTGO1 Passed I MCH01 passed ENV03 Passed ENV22 Passed MCH27 Passed ENV23 Passed Plumbing PLB02 Passed CF1R - Compliance Performance Work Sheet m lalPRFOI Passed SRA01 Not Started SRA02 Not Started https://www.cheers.org/app/site-details?SitelD=202915&CodeYear1D=2016 9/11/2019 CHEERS Registry Page 2 of 5 2016 RNC https://www.cheers.org/app/site-details?SitelD=202915&CodeYearID=2016 9/11/2019 CHEERS Registry Members Page 3 of 5 B (mailto:accuratersl@gmail.com?subject=2038%20E%200ceanfront%20 (2038EOceanfrontMain%20)) ® Accu -Raters (Rater) 0 (mailto:mark@title-24.com?subject=2038%20E%20Oceanfront%20(2038EOceanfrontMain% 20)) ® Gallant Energy Consulting (Mark Gallant) (Energy Consultant) 0 (mailto:steve@christianohomes.com?subject=2038%20E%20Oceanfront%20 (2038EOceanfrontMain%20)) ® Christian Construction Inc (Steve Christiano) (Builder) 0 (mailto:mbecker@markbecker.co?subject=2038%20E%200ceanfront%20 (2038EOceanfrontMain%20)) ® Mark Becker, Inc. (Energy Consultant) Additional Program Files Activity Post comment, photo, and file I Post1 L B Mark Gallant Gallant Energy Consulting 9/3/19 5:38 pm Henrik Merikyan has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:38 pm Henrik Merikyan has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:38 pm https://www.cheers.org/app/site-details?SitelD=202915&CodeYearID=2016 9/11/2019 CHEERS Registry Page 4 of 5 Henrik Merikyan has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:36 pm Christiano Construction Inc has signed as responsible on a ENV -03-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:36 pm Christiano Construction Inc has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:36 pm Christiano Construction Inc has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:36 pm Christiano Construction Inc has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:34 pm Christiano Construction Inc has signed as responsible on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 3:59 pm Mark Becker, Inc. has signed as responsible on a PRF -01-E for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/1911:48 pm Accu -Raters is requesting your signature on a ENV -03-E for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/1911:48 pm Accu -Raters is requesting your signature on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christlano Christiano Construction Inc https://www.cheers.org/app/site-details?SitelD=202915&CodeYearID=2016 9/11/2019 CHEERS Registry 3/2/19 11:48 pm Accu -Raters is requesting your signature on a ENV -22-H for 2038 E Oceanfront, Newport 15edd I, 9250T Steve Christiano Christiano Construction Inc 3/2/19 11:48 pm Accu -Raters is requesting your signature on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:47 pm Accu -Raters is requesting your signature on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Page 5 of 5 https://www.cheers.org/app/site-details?SiteID=202915&CodeYearlD=2016 9/11/2019 CHEERS Registry 2038 E Oceanfront CF3R - Verification QII Mechanical ENV21 Passed MCH27 Passed ENV22 Passed m ENV23 Passed CF2R - Installation Envelope QII ENVOI Passed ENV21 Passed ENV03 Passed ENV22 Passed lei ENV23 Passed CF1R - Compliance Performance PRF01 Passed Page 1 of 5 Download docs - 0 Send docs - Lighting LTGOl Passed Plumbing PLB02 Passed Work Sheet SRA01 Not Started m SRA02 Not Started m Mechanical MCH01 Passed mMCH27 Passed https://www.cheers.org/app/site-details?SiteID=202917&CodeYear1D=2016 9/11/2019 CHEERS Registry Page 2 of 5 2016 RNC https://www.cheers.org/app/site-details?SitelD=202917&CodeYearlD=2016 9/11/2019 CHEERS Registry Members Page 3 of 5 V (mailto:accuratersl@gmail.com?subject=2038%20E%200ceanfront%20 (2038EOceanfrontGuest%20)) ® Accu -Raters (Rater) M (mailto:mark@title-24.com?subject=2038%20E%200ceanfront%20(2038EOceanfrontGuest% 20)) ® Gallant Energy Consulting (Mark Gallant) (Energy Consultant) u(mailto:steve@christianohomes.com?subject=2038%20E%200ceanfront%20 (2038EOceanfrontGuest%20)) ® Christiano Construction Inc (Steve Christiano) (Builder) V (mailto:mbecker@markbecker.co?subject=2038%20E%200ceanfront%20 (2038EOceanfrontGuest%20)) ® Mark Becker, Inc. (Energy Consultant) Additional Program Files Activity Post comment, photo, and file 174 Post C 4# Mark Gallant Gallant Energy Consulting 9/3/19 5:29 pm Henrik Merikyan has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:29 pm Henrik Merikyan has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:29 pm https://www.cheers.org/app/site-details?SitelD=202917&CodeYearID=2016 9/11/2019 CHEERS Registry Page 4 of 5 Henrik Merikyan has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:09 pm Christiano Construction Inc has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:09 pm Christiano Construction Inc has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:08 pm Christiano Construction Inc has signed as responsible on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:08 pm Christiano Construction Inc has signed as responsible on a ENV -03-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:08 pm Christiano Construction Inc has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 3:59 pm Mark Becker, Inc. has signed as responsible on a PRF -01-E for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:39 pm Accu -Raters is requesting your signature on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:39 pm Accu -Raters is requesting your signature on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc https://www.cheers.org/app/site-details?SiteID=202917&CodeYeaIlD=2016 9/11/2019 CHEERS Registry 3/2/19 11:38 pm Accu -Raters is requesting your signature on a ENV -03-E for 2038 E Oceanfront, Newport Steve Christiano Christiano Construction Inc 3/2/1911:38 pm Accu -Raters is requesting your signature on a ENV -21-H for 2038 E Oceanfront, Newport Beach,92661 Steve Christiano Christiano Construction Inc 3/2/19 11:36 pm Accu -Raters is requesting your signature on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 3/2/1911:32 pm Accu -Raters is requesting your signature on a PRF -01-E for 2038 E Oceanfront, Newport Beach, 92661 Page 5 of 5 https://www.cheers.org/app/site-details?SitelD=202917&CodeYearID=2016 9/11/2019 CHEERS Registry 2038 E Oceanfront CF3R - Verification QII Mechanical ENV21 Passed MCH27 Passed ENV22 Passed ENV21 Passed LTGO1 Passed I MCH01 Passed ENV23 Passed CF2R - Installation Page 1 of 5 b Download docs - 0 Send docs — Envelope QII Lighting Mechanical ENVOI Passed ENV21 Passed LTGO1 Passed I MCH01 Passed 151 ENV03 Passed ENV22 Passed I MCH27 Passed ENV23 Passed Plumbing PLB02 Passed CUR - Compliance Performance Work Sheet m PRF01 Passed SRA01 Not signed SRA02 Not Started https://www.cheers.org/app/site-details?SitelD=202918&CodeYearID=2016 9/11/2019 CHEERS Registry 2016 RNC Page 2 of 5 https://www.cheers.org/app/site-details?SitelD=202918&CodeYear1D=2016 9/11/2019 CHEERS Registry Members Page 3 of 5 0 (mailto:accuratersl@gmail.com?subject=2038%20E%200ceanfront%20 (2038EOceanfrontTower%20)) ® Accu -Raters (Rater) 0 (mailto:mark@title-24.com?subject=2038%20E%20Oceanfront%20(2038EOceanfrontTower% 20)) IS Gallant Energy Consulting (Mark Gallant) (Energy Consultant) 0 (mailto:steve@christianohomes.com?subject=2038%20E%20Oceanfront%20 (2038EOceanfrontTower%20)) in Christiano Construction Inc (Steve Christiano) (Builder) V (mailto:mbecker@markbecker.co?subject=2038%20E%200ceanfront%20 (2038EOceanfrontTower%20)) ® Mark Becker, Inc. (Energy Consultant) Additional Program Files Activity Dil Post comment, photo, and file Post L L vu Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm Henrik Merikyan has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm Henrik Merikyan has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm https://www.cheers.org/app/site-details?SitelD=202918&CodeYearID=2016 9/11/2019 CHEERS Registry Page 4 of 5 Henrik Merikyan has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm Christiano Construction Inc has signed as responsible on a LTG -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm Christiano Construction Inc has signed as responsible on a ENV -22-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:07 pm Christiano Construction Inc has signed as responsible on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:06 pm Christiano Construction Inc has signed as responsible on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:06 pm Christiano Construction Inc has signed as responsible on a ENV -03-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 5:06 pm Christiano Construction Inc has signed as responsible on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 9/3/19 3:59 pm Mark Becker, Inc. has signed as responsible on a PRF -01-E for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:43 pm Accu -Raters is requesting your signature on a ENV -21-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc https://www.cheers.org/app/site-details?SitelD=202918&CodeYearID=2016 9/11/2019 CHEERS Registry 3/2/19 11:43 pm Accu -Raters is requesting your signature on a ENV -22-H for 2038 E Oceanfront, Newport Steve Christiano Christiano Construction Inc 3/2/1911:43 pm Accu -Raters is requesting your signature on a ENV -23-H for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:43 pm Accu -Raters is requesting your signature on a ENV -03-E for 2038 E Oceanfront, Newport Beach, 92661 Steve Christiano Christiano Construction Inc 3/2/19 11:42 pm Accu -Raters is requesting your signature on a ENV -01-E for 2038 E Oceanfront, Newport Beach, 92661 Mark Gallant Gallant Energy Consulting 3/2/19 11:33 pm Accu -Raters is requesting your signature on a PRF -01-E for 2038 E Oceanfront, Newport Beach, 92661 Page 5 of 5 https://www.cheers.org/app/site-details?SitelD=202918&CodeYearID=2016 9/11/2019