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HomeMy WebLinkAboutX2014-1817 - MiscX2069.9847 BUILDING DEPARTMENT 301 SGtagablo Dr - 3300 r3300 NEWPORT BLVD, P.O.BOX 1768, NEWPORT BEACH, CA (949) 644-3275. PRE -GRADE MEETING AGREEMENT DATE: yU JOB ADDRESS: _3( S', Z1 1. The grading plan check number for this site is and will be referred to in all reports, certifications and correspondence. 2. STOP ORDERS Whenever any work is being done contrary to the provisions of the City Codes, the Building Official 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 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 Department. Recommendations for corrective measures, if necessary, shall be submitted to the Building Department 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). Coutractor shall use Best Management Practices (BMP's) to insure that all water quality issues are addressed. 6. Behveen October 1 and April 30, erosion control BNIP measures shall be in place. During the remainder of the year dry season wind erosion BTNIP's (dust control) shall be implemented. Sediment control BNIP's shall be installed and maintained at all operational storm drain inlets internal to the project. BMP's to control off-site sediment tracking shall be implemented and maintained. Appropriate BNIP's to prevent contamination of stormwater from construction activities shall be implemented. A "weather triggered" action plan and the ability to deploy BMP's to protect all exposed portions of the site within 48 -hours when the National Weather Service forecasts a 50% or greater chance of rain. 7. All fills shall be compacted throughout to a minimum of 90 percent compaction as determined by ASTM test method 1557 and approved by the soils engineer. Compaction tests shall be performed according to the preliminary soils report. 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 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 Department when the grading operation is ready for each of the following inspections: a. PRE -GRADE NIEETING When the permittee is ready to begin work, but not less than two days before any grading or brushing is started. - b. DRAINAGE DEVICE INSPECTION After forming of terrace drains, down drains or after placement of pipe to subdrains, but before any concrete or filter material is placed.ty Aw :.' 5 c. SPECIAL F d. ROUGH GRADING When all rough grading has been completed, the rough grade report shall be provided to the Building Inspector at foundation inspection or sooner based on the Building Inspector's discretion. e. FINAL When all work, including installation of all dramage'struetu'res and other protective devices, has been completed and the as -graded plan, professional approvals and the required reports have been submitted. 13. All footing excavations, slab on grade areas and subdrains shall be inspectedand approved by the Geotechnical Engineer or S approval shall be submitted to the Building Inspector. - Engineering Geologist Written _. _ 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 witlthe Grading Code of the City of Newport Beach_ the recommendations of the Project soils reportandany special requirements of the permit.:.. 16. Prior to foundation inspection a Line and Grade Certificate Form must signed and stamped by the surveyor of record and submitted to the building inspector. - 17. All parties listed below must be present for the pregrade'meeting unless approved by the: building inspector ' OWNS CONTRALTO DESIGN CIVIL ENGR.: 004 rnA/ By By: ._ .Address Address: . . �X 7 - Telephone: Gl t%GI i��— g '.Telephoner - q42 --9512 GEOTECHNICAL ENGINEER: n GEOLOGIST.: � By: �j3oJato c l✓IPCfe n4 tMtYe ibGl By Address: ilrn)/yAtO" i0(eH`' NU•M�4bI�' S Address: Loti k(U''H'k— .Telephone:, Telephone: GRADING CONTR.: COORDINATOR: By: By: ` �-� m._;c.✓".1. - .Address:.., -. Address: 3 G 7 t rXv® - - - Telephoner Telephone: PHONE#: ;WPORT BEACH REPRESENTATIVE: SPECTIONREQUESTS: (949)644-3255 CORNER RECORD Document Number 2014-2194 City of NEWPORT BEACH County of ORANGE California Brief Legal Description LOT 6, TRACT No. 6229 (M.M. 229/33-34) COORDINATES (optional) CORNER TYPE Government Comer ❑ Control ❑ Meander ❑ Property Rancho ❑ Other ❑ Date of Survey 07/22/2014 N. E. Zone NAD270 NAD830 NAD83 Epoch Elev. Vertical Datum: NGVD29❑ NAVD888 Units: Metric❑ Imperial El U.S. Survey Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ® Rebuilt ❑ Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish the corner: SEE PAGE 2 A description of the physical condition of the monument as found and as set or reset: SEE PAGE 2 SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Profess' d Surveyor's Act on !�- 4-1 + Signed P.L.S. No. 8682 COUNTY SURVEYOR'S STATEMENT This Corner Record was received NOV 12 2014 and examined -end filed NOV 13 2014 Signed Title County Surveyor's Comment or R.C.E. No. VIKTOR P. MEUM M 0 Page 1 of2 JN 148" Document Number 2014-2194 I 28' 28' —_ —IW Jo a. J Q Ix o I (/1 to N 52'55'28" E 50.03' M (50.00 Rl) �l- N 56'49'50" E 115.40' h % N\iS �• a ?,. _ 3 LOT 6 [ ���•O� J \�i TRACT No. 6229 oy N 55'35'08" E 112.76' 0 SURVEY NOTES: ALL DATA SHOWN HEREON IS MEASURED & RECORD PER TRACT No. 6229, M.M. 229/33-34 (RI), UNLESS NOTED OTHERWISE. (R1) INDICATES PER TRACT No. 6229, M.M. 229/33-34. (R2) INDICATES PER TRACT No. 6228, M.M. 229/25-32. M INDICATES MEASURED DATA. ❑ SEARCHED, FOUND NOTHING. SET LEAD & TAG STAMPED 'LS 8682' IN TOP OF PILASTER. O SEARCHED, FOUND NOTHING, SET 3/4" IP & TAG STAMPED 'LS 8682', FLUSH. • INDICATES FOUND AS NOTED IN EACH CASE. o- FD. BRASS CAP IN CONC. IN STD. CNB WELL MONUMENT, PER Ri, DN, 0.9'. O2 — FD. LEAD & TAG STAMPED IS 5411' PER CR 2011-3660, FLUSH, FD. 3/4" IP STAMPED IS 3109', PER R1, FLUSH. O4 — FD. 2" IP & TAG STAMPED IS 3109', PER Ri, FLUSH. O5 -- FD. 3/4" IP STAMPED 'LS 3109', PER R2, FLUSH. .A wp" CITY OF NEWPORT BEACH Community Development Department I Building Division 100 Civic Center Dr.1 P.O. Box 1768 1 Newport Beach, CA 92658 www.newoortbeachca gov 1(949) 644-3200 c�YlFOR�1¢ CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS:PERMIT NO.:diZ�/ THIS FORM SHALL BE COMPLETED AND 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) %Ei ranchise Hauler for Construction/Demolition Waste OC Contents Limitation rmaldehyde Emissions Limitation ❑ T-24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mach., Plumb.) ❑ T-24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mech., lumb., HERS) Operations and Maintenance Manual MOIRE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) i7certify 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 STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided Is true and correct. • 1 certify that the installed measures, materials, components, or manufactured devices identified on this certificate conform to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcing agency. Name: Date Signed: C• CITY OF NEWPORT BEACH BUILDING DEPARTMENT CIVIL ENGINEER'S CERTIFICATION FORM From: Toal Engineering, Inc. 139 Ave. Navarro San Clemente, CA Date: 8/16/18 City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658-8915 ATTENTION: GRADING ENGINEER, BUILDING DEPARTMENT GPC No.: Lot No. 6 Tract 6229 , Rough_ Final: X Project Name: Naomi Edwards Project Address: 3621 Sausalito. Corona del Mar Owner/ Developer: Naomi Edwards Type of Project: • Tract • Drainage • Commercial • Other Single Family Residence • Industrial Yardage for Project: • Cut 1,180 CY • Borrow 0 CY • Fill 0 CY • Export 1,180 CY 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 in conformance with the approved grading plan. Description of Changes: Q�yOrtsbYON SEB R/O 0.57587 of Company: Toal Engineering, Inc. Name: Caleb Rios (Print) (Sign) License No.: 57587 (RCE/) Cutch 14844FGC 3300 Newport Boulevard • Post office Box 1768 • Newport Beach, California 92658-8915 Telephone: (949) 644-3275 • Fax: (949) 644-3250 • www.newuort-beach.ca us bt ldine e-mail: cut, _blg r@city.newport-beach.ca-us TOAL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS 139 Avenida Navarro, San Clemente, CA 92672 Tel: (949) 492-8586 • Fax: (949) 498-8625 RAYMOND R. TOAL, RCE 16889 OLAV S. MEUM, Ls 4384 MICHAEL A. ROTH, LS 6211 March 10, 2016 Naomi Edwards 3415 Seabreeze Lane Corona del Mar, CA 92625 Subject: Basement Stakes and Rough Grade Pad Height Edwards residence Lot 6, Tract 6229 3621 Sausalito Drive Newport Beach, CA JN 14844 Ms. Edwards: CALEB O. RIOS, RCE 57587 ADAM L. TOAL, RCE 59275 VIKTOR P. MEUM, LS 8682 Please be advised that on 3-9-16, this office staked the basement walls and checked the rough grade pad height at the subject site. We found the pad height to be in substantial conformance with the approved plans. If you have any questions regarding the foregoing, call us at your convenience. Very truly yours, A p MSG Viktor P. Meum, PLS a NO. 8682 VM/ks 14844basementstakes EMEM k ENGINEERING, NO—l—OF--L- 13,9 D RO SAN CLEMENTE, 92672 CALCULATEO BY -ME- DATE 12,-28-15 s492-8586 CALIFORNIA FAX •,♦ 498 —805 DATE 3300 Newport Blvd. P.O. Box 1768, Newport Beach, CA 92658-8915 (949) 644-3275 BUILDING HEIGHT CERTIFICATION Project Street Address: 3621 Sausalito Drive As the surveyor of record for the above project, I hereby certify that I have reviewed the City of Newport Beach approved plan and original topography 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 ridge and midspan elevation indicated on the approved plan. Use the format below on the back of this form if additional space is necessary or further explanation is needed. Provide original copy to building inspector before roof framing inspection. Benchmark is based on: R NAVD88 ❑ NGVD29 ❑ Assumed Front Ridge: Allowable overall elevation above the benchmark of: 276.51' is: -290 08'plan ht. Actual overall height above the benchmark as measured, is:_ 289.23' (Actual overall height reported above includes 0.29' for forthcoming roofing material.) Right Ridge: Allowable overall elevation above the benchmark of: 276.51' is: 298.00' plan ht. Actual overall height above the benchmark as measured, is: 297.83' (Actual overall height reported above includes 0.33' for forthcoming roofing material.) Left Ridge: Allowable overall elevation above the benchmark of: 276.51' is: 298.56' plan ht. Actual overall height above the benchmark as measured, is:298.27' (Actual overall height reported above includes 0.29' for forthcoming roofing material.) Rear Ridge: Allowable overall elevation above the benchmark of: 276,51' is: 300.40' plan In. Actual overall height above the benchmark as measured, is: 300.13' (Actual overall height reported above includes 0.29' -for forthcoming roofing material.) Finished material of 0.29' accounts for forthcoming stacked slate cap. Finished material of 0.33' accounts for forthcoming sheathing and stacked slate cap, Measured heights certified to Architectural sheet A3.0 and A6.1. Page II I certify that the above height measurements are correct and the above project: R IS in compliance with the City -approved plans ❑ IS NOT in compliance with the City -approved plans (Provide explanation) Please describe any deviation form the City -approved plan on the back of this frrm LA S P. No.8682 November 1, 2016 Date Page 12 Surveyor or Civil Engineer's signature and seaT� (Wet stamp and signature are required) vmdl 14AA4.iltu CITY OF NEWPORT BEACH P.O. Box 1768, Newport Beach, CA 92658-8915 SITE WALL EXCAVATION LOCATION CERTIFICATE The purpose of this Certification is to depict the location of outermost wall foundation excavation in relation to the property boundaries. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. Engineer/Surveyor's Name: Viktor Meum License #: 8682 Engineer/Surveyor's Address: 139 Avenida Navarro/ San Clemente CA 92672 Job Address: 3621 Sausalito Drive Loeation(s): Sketch a site plan and specify surveyed location(s) (use back page) I certify that the location of outermost excavation for the Northwesterly site wall foundation in relation to the property boundaries as shown on the attached sketch are accurate as measured. Wall foundation excavation was measured 01-10-2018. 1-11-2018 Date G� o N0.8682 014 Engineer/Surveyor's stamp and signature 3300 Newport Boulevard, Newport Beach VM/ ks 14844 wall local I SA_USALIT,O_...J DRIVE I I i I a� o� ` ; r---------� o LUT 5 ^ili LOT 6 TRACT 6229 wi I I 0li i Forms previously i LOT A O' l i certified i iN M.M. 229/33-34 v I I i '^ Ali F ----i----------J w kn Ok oe*F e� I iZ pW 71.!Wr ��� . - N 37'35 4 ` I \ I ` I LOT LOT 7 6 I Npy LAND S I y�o p G CITY OF NEWPORT BEACH P.O. Box 1768, Newport Beach, CA 92658-8915 SETBACKS AND TOP OF SLAB/ FLOOR ELEVATION CERTIFICATE (Basement) The purpose of this Certification 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 buildings 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. Engineer/Surveyor's Name: Viktor Meum License It: 8682 Engineer/Surveyor's Address: 139 Avenida Navarro/ San Clemente CA 92672 Job Address: 3621 Sausalito Drive Setbacks: Sketch a site plan and specify surveyed setbacks (use back page) • Top of slab/floor elevation: 265.59 feet • 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 ❑ are not per City approved plans. Describe any deviations from nlans: I certify that top of slab/floor elevation(s) Q is ❑ is not per City approved drawings. Describe any deviations from plans: ppt P. M No, 8682 5 4-16 5-3-2016 I— Date Engineer/Surveyor's stamp and VM/ ks ld844ftc basement 3300 Newport Boulevard, Newport Beach I I I I ' SA_USALITOJ DRIVE R45pe 1 Forms to be certified later I j I I j I I LOT 5 LOT 6 TRACT 6229 11�1 x SCALE. 1 "=30' 7' (subterranean basement wall) (subterranean basement wall) LOT A M.M. 229/33-34 I2 I i I - -- — — —N—S7:75 W 7,.24T I \ I ` LOT 8 LOT 7 � 1 CITY OF NEWPORT BEACH P.O. Box 1768, Newport Beach, CA 92658-8915 SETBACKS AND TOP OF SLAB/ FLOOR ELEVATION CERTIFICATE (Basement) The purpose of this Certification 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 buildings 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. Engineer/Surveyor's Name: Viktor Meum License #: 8682 Engineer/Surveyor's Address: 139 Avenida Navarro/ San Clemente CA 92672 Job Address: 3621 Sausalito Drive Setbacks: Sketch a site plan and specify surveyed setbacks (use back page) • Top of slab/floor elevation: garage finish floor: 276.00 feet • 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 0 are ❑ are not per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) Q is ❑ is not per City approved drawings. Describe any deviations from plans: 7-27-2016 Date P I ?, R No. 8682 Engineer/Surveyor's stamp and VM/ ks 14844ffc—garage logia 3300 Newport Boulevard, Newport Beach ,k SA_USAUTC DRIVE 6.1 a LOT 5 hl 6. l SCALE. 1 "=30' 7' (subterranean basement wall) LOT 6 i 1 TRACT 6229 )5,0' (subterranean basement wall) Forms previously iF LOT A certified i I^ M , 339133-34 al Y ; IN I _ zl___imifs of U"'S� 1 logia L o I o I V V I2 1 N 3T35*44 7-1147 ` 1 i LOT 6 LOT 7 1 X, 019-07 3c29 S.Usoldo �- 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.gov 1 (949) 644-3200 Structural Observation Report Project Address: 3521 SAUSALITO DRIVE CORONA DEL MAR Report Data: 3.31-16 CNB Inspector Name: CNB Permit#: Building Owner Name: Owners 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 1 Reg. M HORMOZ REZAEI hwm=@deImarengireertng.con 868455.0318 C 039867 PLEASE INDICATE STRUCTURAL_ ELEMENTS AND OBSERVED check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Ffoor/Roq INDICATE LOCATION(S) OBSERVED DATE OBSERVED X Conventional Footin s & Slab 0 Concrete O Steel 0 Concrete BASEMENT FOOTING 3-31-16 0 Mat Foundation, Prestressed Concrete 0 Masonry 0 Concrete 0 Steel Deck 0 Caissons, Piles, Grade Beams 0 Wood or Manuf Shear Panels 0 Masonry 0; Wood 0 Other: 0 Other. 0 Other: 0 Other. Ix ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. 0 OBSERVED DEFICIENCIES AND COMMENTS: 0 REPORT CONTINUED ON ATTACHED PAGES. 0 FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents and all observed deficiencies were corrected. 1 declare that the fallowing 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 verify that the structure is in generalconformance 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. IY?y110� 313itit rormfiSnuUueolOb,,unvuonRrponSlmIIueiiuns. �04A6FESSjp"'Y No. C039 o: EXP, 1Z3�11 11! CiUp- ���OFCA11Y0��\P STAMP OF STRUCTURAL OBSERVER NOT WANE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORRED EMPLOYEES OF THE CRY OF NEWPORT BEACH. Oq CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive P.O. Box 17681 Newport Beach, CA 92658-8915 www.newportbeachcagov 1(949)644-3200 Structural Observation Report ProjectAddress: 36Zl SAUSAZITO pe.. ReportOate: CNB Inspector Name: CNB Permit#: Building Owner Name: Owner's Mailing Address (if different from site): Owner's Telephone A CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License! Reg. #. '!�6 tu4..-�4oRNey hormo7�ytc1►>\etr f Sgtjss RQIR 6031 7— (LE2rki'n - PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check appticabie boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings 8 Slab O Concrete O Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete 0 Masonry j 11 Concrete i 0 Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry O; Wood Other: ❑ Other: ❑ Other: ❑ Other. O,,ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. itoINFa LI r/6 a F D OBSERVED DEFICIENCIES AND COMMENTS: 171 REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify that the structure is in general conformance with the approved construction documents. 3. 1 understand that all deficiencies which 1 have documented 'must be corrected, pdor to final acceptance of the structural systems by the City of Newport Beach, Building Division. a NO, C p398 EXP 12/3 1/17 Ma t9TFOFCML 4L CAL1 7 115114 STAMP OF STRU URAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fa„ret5m.a.�IwdG4�maun.eryioutm,n�..u��+m 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: 3621 SAUSALITO DR CORONA DEL MAR Report Date: 4-28-2016 - CNB Inspector Name: CNB Permit #: Building Owner Name: Owners 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. #: DEL MAR ENGINEERING Hormoz Rezaei hormoz delmaren ineerin .com 858-455-0318 C 039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ® Other: ❑ Other: ❑ Other: ❑ Other: Top of basement concrete walls anchorage rX ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify 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. V_� q-iZ�(l6 �pR4FESg1,2 EdhOZ RFS CCB? \ 5 Q No, C 039867 m EXP. 12/31/117 s' 1'3 Iv CIVIL FBF CALtFOQ�� ��Z [9GL41Y.7�91:irL.11�1.71t.]:b9�:�Vgt 66 STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\SlmdurdebservclionReporl&Ins Vuclians 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: 3621 SAUSALITO DR Report Date: CNB Inspector Name: CNB Permit #: CORONA DEL MAR CALIFORNIA 6-13-2016 INDICATE LOCATIONS) OBSERVED DATE OBSERVED 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. #: HORMOZ REZAEI ko RM c2 C.0 �LmAk Gov6PK4to, (ir;k ❑ C039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check applicable boxes) 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. I, 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 verify 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. h 4 Qp,QFESSIp,), �Q�® �yMOZ RF� p�F C 039867 ixP 12131// 1-7 CIVIL sR ' 'OA0 STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fortes\Stmcwm[ObservationRepon&lnstmctions FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATIONS) OBSERVED DATE OBSERVED LX Conventional Footings & Slab ❑ Concrete - ❑ Steel ❑ Concrete BASEMENT SLAB 6-13-16 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: ® ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify 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. h 4 Qp,QFESSIp,), �Q�® �yMOZ RF� p�F C 039867 ixP 12131// 1-7 CIVIL sR ' 'OA0 STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fortes\Stmcwm[ObservationRepon&lnstmctions 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: 3621 SAUSALITO DRIVE CORONA DEL MAR Report Date: 7-28-16 CNB Inspector Name: CNB Permit #: 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. #: HORMOZ REZAEI hormoz@delmarengineering.wn 858-455-0318 C039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED IX Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete GARAGE FOOTINGS 3-31-16 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: IX ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with thea proved 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. I, 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 verify 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. T4 ( 6 OF RECORD DATE STAMP OF STRUCTURAL STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. FormdSlmdurdObservalionRepotlffihulructions 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.newportbeachea.gov 1 (949) 644-3200 Structural Observation Report Project Address: 3621 SAUSALITO DRIVE Report Date: 8-9-16 CNB Inspector Name: CNB Permit #: CORONA DEL MAR DATE OBSERVED [A Conventional Footings & Slab ❑ Concrete 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. M HORMOZ REZAEI hormoz@delmarengineering.con 858-455-0318 C 039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED [A Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete GARAGE SLAB ON GRADE & DEEP FOOTING 5/FD1 8-9-16 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: I$ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify 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. oQRbFESS�O MOZ QIF N0. 0 86 m EXP 12/31// tin CIVIL �9TFOf CAL IF STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\Strucmra10Ns ati..R,W&hswctions 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: 3621 SAUSALITO DRIVE CORONA DEL MAR ReportDate: g_p_18 CNB Inspector Name: CNB Permit* Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #. CNB Plan Check #: Full Name of Structural Observer (SO): SO E -mall Address: SO Telephone P. SO License / Reg. #: HORMOZ REZAEI hofmm@delmerengineering.wn 858-455-0318 C039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND OBSERVED (check anolicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete - ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf Shear Panels ❑ Masonry IN. Wood Floor plywood nailing on top of basment (entry level floor) 9-2-16 ❑ Other: ❑ Other: ❑ Other: ❑ Other: I#( ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generall 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. I, 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 verify 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. 242-'16 �QROFESS/p Nd C 039887 P. 12!31/1, CALiFOe��t STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fonio(racuraaObsmaiionRepon&Luwrlions 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.Qov 1 (949) 644-3200 Structural Observation Report Project Address: 3621 SAUSALITO DRIVE CORONA DEL MAR Report Date: 9-28-16 CNB Inspector Name: CNB Permit #: Building Owner Name: Owners Mailing Address (if different from site); Owner's Telephone M CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone* SO License / Reg. M HORMOZ REZAEI hormozCdalmarengineenng.con 86&4550318 C 039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check a 11cabl9 boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footin s & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf Shear Panels ❑ Masonry IN. Wood Second floor plywood nailing. 9-26-16 ❑ Other: ❑ Other: ❑ Other: ❑ Other: Ix ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify 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. Z'tM STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fann515��unurn106;enniionRepnnGlnsirva Ions 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.Qov 1 (949) 644-3200 Structural Observation Report Project Address: 3621 SAUSALITO DRIVE ReportDate: 11-10-16 CNB Inspector Name: CNB Permit #: CORONA DEL MAR INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab 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. #: HORMOZ REZAEI hormoz@delmarengineering.con 858455-0318 C 039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry IM Wood roof plywood nailing. 11-10-16 ❑ Other: ❑ Other: ❑ Other: ❑ Other: I$ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 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. I, 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 verify 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. STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR Forms\SvucmrelObservetianReport&Instructions �®QROFFSS/p,� Q O�MOZ R�F(F � 2 No C 039867 m EXP. 12l31/f1 � CIVIL �y- �F CAL it STAMP OF STRUCTURAL OBSERVER BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. DEL MAR ENGINEERING INC. 5820 MIRAMAR ROAD, SUITE 207 SAN DIEGO, CA 92121 858-455-0318 DETAIL 9/SD2 3621 SAUSALITO DRIVE, CORONA DEL MAR, CALIFORNIA CLARIFICATION: AT EXTERIOR CONDITION IT IS STRUCTURALLY ACCEPTABLE TO EXTEND PLYWOOD FROM FLOOR ABOVE AND BELOW TO SIDE OF RIM WITH EDGE NAILING AT RIM AND PLATES. FOR SUCH CONDITION THE A35 SHEAR TRANSFER CLIPS OVER SHEAR WALLS CAN BE ELIMINATED. PLYWOOD SHTG_ EDGE NAILING TJI JOIST PER PLAN U SHEAR PANEL, SEE PLAN FOR A35's SPACING TYPE & LOCATION 10 0 LOCATION OF A35's 12" © (2)— 10d 0 EA. BLK. 1 0 '1' JOIST BLKG. MIN. 12" LONG ® 24" O.C. W/B.N..OF PLYWOOD SHTG. ® CONTINUOUS ONE PIECE 1 3/4" THK 1.55E TIMBER STRAND LSL RIM UNLESS NOTED OTHERWISE. TIE RIM TO TOP PLATE WITH A35 CLIPS AT 48" O.C. WHERE SHEAR PANEL OCCURS PROVIDE CLOSER SPACING AS PER TABLE BELOW EXP. 12/3,,,y* uj )3I (kl SHEAR SOLID RIM JOIST WALL A35's SPACING TYPE 10 16" 11 12" 10" 1 6„ 14 6„ CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT _ BLPILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.cov 1 (949) 644-3200 Structural-Obs0iikhah Report Project Address: 3621 SAUSALITO DRIVE ReortDale: 14.25-16 CNB Inspector Name: CNB Permit #: CORONADELMAR DATE OBSERVED ❑ Conventional Footings & Slab 0 Concrete_ Building Owner Name: Owners Mailing Address (If different from site); Owners Telephone #: CNB Plsn Check #: Full Name of Structural Observer (SO):: SO E-mail Address: SO Telephone #: SO License I Reg. #: HORMOZ REZAEI hormozodelmemnglnsering.wn � 858.458.0818 C039867 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable bodes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS ' (FloodR000 INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab 0 Concrete_ 0 Steel ID Concrete 0 Mat Foundation, . Prestressed Concrete 0 Masonry 0 Concrete 0 Steel Deck ❑ Caissons, Piles, Grade Beams IXWood or Manuf. . Shear Panels 0 Masonry 10Wood q 1STAND 2ND FLOOR FRAMING 11-25-16, 0 Other: 0 Other: ❑ Other: ❑ Other: ' IX ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. 0 OBSERVED DEFICIENCIES AND COMMENTS: . - 0 REPORT CONTINUED ON ATTACHED PAGES. IM FINAL STRUCTURAL OBSERVATION REPORT: The structure 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 responsl4le charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significent construction stage to verify that ,the structure is in general conformance with the approved construction documents; 11 S. I understand that all deficiencies which I have documented must be corrected, prior to fipal acceptance of the structural systems by the City of Newport Beach, Building Division. 11-25-16 STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPEOTIOA BY AUTHORIZED EMPLOYEES OF THE CNY OF NEWPORT BEACH. iomulSwnurulObenalianRepon@bawnions r+