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Home My WebLink AboutX2018-0209 - MiscX�01S-ozoq 4Urakes$a_�Dc' 0 March 30, 2016 To Whom It May Concern: J. David Friesen owner of Friesen Construction Services / D.B.A Truadditions hereby authorizes: Jake Dailo, Chris Doering, Rene De Leon and Lorena Lopez as authorized representatives of Friesen Constructions Services / D.B.A Truadditions, to pull permits on the company's behalf. If any questions arise concerning the validity or intent of this letter, you may contact Mr. Friesen at the cell phone number listed below. riesen 21947 630 S Glassell St. Orange, CA 92835 Phone Number(714)515-2791 CLSB License #921947 X,201 020q FIELD MEMO 6/ S Dre> key F3av, la PROJECT NO. CLIENT OR OWNER f r �{� k1 REPORT NO. TRACT/L NO.- - PROJECT NAME 15ATE1 (� DAYJOB / �t ADDRESS, r� 1 EARTHWORK CONTRACTOR��y F1' �� ENGJGEO.� / 1. LOCATION .. c p x®>7� del CLII6-E✓NJ]T REPRESENTATIVE - U ' PERMIT NOC � 1 ' � 0 c' SUBJECT `. COMMENTS / j_,_ (N ,p ./e-'., ;o rl CP cld C01")1iV?U0641 go'-i'n` C cQ\Gpw� Pte' T, Q. cdee Y3p1/ S C fdP z'e r �iUGHAN B 'PA.C;A 11;O C /C GLOBAL GEO-ENGINEERING, 11 3 Corporate Park, Suite 270 Irvine, CA 92606 Phone 949-221-0900 Fax 949-221-0091 Email: glQbal@globalgeo.net u , Exp. Date 03131/IG 2301 r, C TERMS AND CONDITIONS OF ALTTHOR17.ATION. Consultant shall serve Client by providing professional counsel and technical advice regarding subsaface conditions commuter with the scope of services agreed-te between theparties. Consultant will use his prefessionaijudgment and will performhis services using that degree ofcae and skill ordinarily exercised under similar cucmmstmces,by reputable£omdahonengineetsa Wincnginmmggwlogis pmemmgmthmersimilar localities. • In assisting Client the Consultant may include or rely on information and drawings prepared by others for the purpose of clatdicefwn, refereaa: or bidding however, by including the same, the Consultant assmnes no responsibility for the mimmation shown thereon and Client agrees that Consultant is act responsible fa my defects in as services that result from reliance on the mimmation and dizwngs prepared by others. Consultant shalt not be liable for my mcmnect advice, judgment or decision based on my miscreaae information famished by the Client or any third party, and Client will indemnify Consultant against claims, demands, or liability arising out of, or contribute to, by such information- Unless nfor ation- Unless otherwise negotiated in writing, Ckcm agrees in fruit my and all liability, clam for damages, cost of defense, or expenses to be levied against Consultant on account of design defe4 mars, omission, or professional negligence to a sum not to ward tin thousand dollar a or charged fees whichever is less. Holter, Client agrees in notify my construction conhactm or subcontractor who may perform work in connection with my design, repot or study propound by Consultant of such limitation of liability for design defects, errors, omissions, or pMessional negligence, and require as a condition precedsot n their perforv®g the work a like limitation of liability on their part as against the Consultant In the event the Client fails to obtain a Ila, limitation of liability provision as in design defects, errors, omissions or professional negligence, my liability of the Client and Consultant to such contractor or subconnactm arising am of a negligence shag be allocated between Client and Consultant in meh a manner (bathe aggregate liability of Consultand for such design defects an all parties, including the Client shall not exceed ten thousand dollars or charged fees whichever is leas. No warranty, expressed or implied of merchantability or £cores, is made or intended in convection with the worker be performed by Consultant or by the proposal fm consulting an other services or by the furnishing of ond invedmea repeats or findings made by Consultant 1be Client agrees, in the fullest extent pertained by law, te indemnify, defend and hold brimless the Consr ltmt its officers, d'vecmts, employees, agents and subconsultara from and against all claim, damages, liabilities a costs, including reasonable attorney's fees and defense costs, of my vanes, whatsoever arising from or in connection with the Project to the extent that said claims, damages, liabilities or cosy arise not of the work, services, or conduct of Client or Client's contractors,subwmulants,orother Wirdpatynotands Consuhmfsw tml. Client further agrees that the duty ndefand setfoMhernia arises immediately and is not contingent on afnding of fault against Client or Client's connecters, subconsmtants, or other[hhd partes. Client shall net be obligated under this provision to indemnify Consultant for Consultant's sale negligence or willful misconduct Client shall grant fine access to the site for all necessary equipment and personnel and Client shag notify my and all possessom of the project site that Client has granted Consultant free access an the]nnject site atm charge n Consedu atunleas expressly agreed to otherwise in writing If Client is not the property owner for do subject Project Client agrees that it will notify the property owner of the terms of this agreement and obtain said property owner's approval an the terms and conditions herein. Should Clint fail to chain the property owners agreement as required hetero, Client agrees an be solely responsible in Consultant for all damages, liabilities, costs, including litigation face and vests, raising from each fedum that exceed that limnsttien of Consultants liability herein. _. Client shag locate for Consultant and shall assume responsibility for the accuracy of his representations as an the locations of all underground utilities and iasnllations. ConsulWtwdlombempoosrblefordamagcwmysochufiWmo insta%fimmtsol=c A Client and Consultant agree n waive em®s against each other fm consequential damages arising and: of or relating an this agramcnt Neither party an this agreement shag assign the contract without the express, written consent of the other party. Consultant agrees to cover all open test holes and place a covers carry a 200 -pound load on each hole prior in leaving project site unmended. Coosultratagoes that all test holes will be backfilled upon completion of thejob. However, Client may request teat hcd s n remainopm aha cnmpledon of CoasulMm work. In the event Client agrees re pay far all costs associated with covering and backfilling said fest holes at a later date, and Client shall indemnify, defend and hold harmless Consultantfi r all claims, demands and liabilities arising from his request, exceptforthe sole negligeawaf the Consultant, tithe exmmpeamltmd bylaw. • Covsulantshah not be responshlefor the general safety on thejob arbor the workofClienk odencontra:tos and third patties. Consultant shall be excused for my delay in completion of the contract caused by acts of God, acts of the Client or Client's agent md/m wmunctors, inclement weather, labor trouble, acts of public utilities, public bodies, or mspecmrs, extra work, failure of Client to in payments promptly, or other coatmgarr es unforeseen by Consultant and beyond is o retable control of the Consultant • In the event that either party dashes to mmioate this conger[prim m completion ofthe project, wrinea notification ofsuch intention an trn>ooan most be tendered W the other party. m the event Client notifies Contraband of such mmention to ter®ate Consultant's services prim m completion of the contract, Comsultsnt reserves the right to complete such analysis and recd ds as are necessary to place fins in order, to dispose of samples, pm equipment in order, and (whew considered necessary m protect his professnnslreputation) in complete areport an the work performed to date. In the event that Consultant incus costin.Client's termination of this Agreement a termination charge to cover such cast shall be paid byCfient • Ifthe Client is a corporation, the mdividmlerindividuahs who sign orini al this Contract on behalfofthe Client guarantee that Client will perform itsdutice under this Covhact The mdividualor individuals an signing"inhialmg this Coatac[warmut dam they are duty anthorized agents ofd. Client • Any notice required in permitted ander this Contend maybe given by ordinary mail at the address command in this Contract, bar such address may be changed by written ounce given by one party n the odam from time in time. Notice shall be deemed reenved an the ordinary cause of Ne mal Tints agreement shag be deemed to have been encored into the County of Orange, Stam of Caldoams. LIMITATIONS Our findings, mmrproactione, analyses, andacmmmeodatioos aeprofessional opinions, prepared and presented inaccordance with generally accepted professionalpactices mdmbmdmnobserratio%lnbomrorydemmd.professiomlexpedeoce. Consultant does not aesomere POmff)ility for doproperexecutanofdie work by others; by - undertakiogthe services being provided nClient order this agreement and sl ail in no way be responsible fix die deficiencies or defects in the workperformedby othaacot underConsultmt'sd'rectommol. Noodierwarmoryheremiseapressedorimpfied. 0t`o-�2�q 13 c GLOBAL GEO-ENMNEERING, INC. 3 Corporate Park, Suite 270, Irvine California 92606 Office (949, 221-0900 Fax (949) 221-0091 H ❑ F ❑ H ❑ F ❑ Observation Report and Observation Agreement , Job Addresis'. City Permit #"" Job Name -'' Architect Material Description Engineer Inspector,., ... ;r" Contractor -' , Samples: X Quantity= Subcontractor By this signature on the this Observation Report. I acknowledge that Global Geo -Engineering, Inc. performed the above observation. Approved by: Project Superintendent - Foreman - Other Certification of Compliance I hereby codify that the following portions of the work at the above address which required inspection, and which I was requested to inspect, were inspected by me and comply with the provisions of the Building Code applicable thereto. Based upon approved plans, specifications, and the applicable workmanship provisions of the California Building Code, as applicable to the locality where this project is Iocated.This report cannot be construed to be a recommendation of work of any nature to be performed. The performance of our observation services is sublectto the terms and conditions as described on the reverse side of this Observation Report. The Owner or a successor in interest shall hold harmless Global Geo -Engineering, Inc., Inc. from any and all legal proceedings of any nature whatsoever, that isrelated to the observation services provided. - Signature of Registered Inspector Specialty No. Agency WHITE -OFFICE COPY, CANARY -ACCOUNTING COPY, PINK -OBSERVERS COPY, BOTTOM WHITE—IOBSITE COPY ASSOCIATED INSPECTION AND TESTING, INC. p X201B'O�Oq 6109 RIDGE'VIEw AVENUE tq0 Drake$ BQ� Dr r; MIRA LOMA, CA 91752 (951) 681-1007 0 CEI_ (714) 350-7490 • FAX (951) 681-9305' Email: cwi87l@yahoo.com • Website: www.southerncalinspections.com arinq Work Performed Which Required Approval By This Special inspection of:' El Bolting I Ll Reinforced Masonry El Drilled in Anchors ❑ Structural Steel Assembly II Fireproofing ❑ Welding ❑ Quality Control ❑ Other A Reinforced, Concrete Permit No. '/X Jurisdiction Client Date SIM T1� T F S Job Name -d' 1f, sr ;" General Contractor , Job Address Subcontractor Architect,C' r Weatf er Condition �_ En`�neer �,'� �u i 0aboratoryTa REPORT] NG REQUIREMENTS: Only one permit number reported per sheet identify type of work, item and specific area inspected (floor, gridlines, etc.): identify all joints when inspecting welds and bolts identify accepted/rejected work by item and specific location, record all job problems and DISCUSSIONS with contractor, architect, Engineer, etc.: record amount of material placed and samples taken: write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. SUMMARY OF WORK INSPECTED %.-./�J._ � � JCM (•� <. f, r/i Y.'./.ii r'1. [',! r f:r^e_�? /.l r:'�rn�/..l I %P."../._F. / 1��/ r �!' 'i Page r' of Certification of Compliance: To the best of my knowledge, all of the reported work, unless otherwise noted, is in comformance with the approval plans, specifications, and applicable, Sections of the governing building laws. TIME IN TIME OUT REG. HOURS OT 1.5X OT 2X All inspections based on a minimum of 4hours. Over hours =8 hours minimum. Any inspections extending past noon will be charged as an 8 hour minimum. By; ProjectrSuperintendent Representing Signature of Special Inspector .. Please Print Name Certification NumberApproved -9 Registered with ,. WHITE—OWNER • YELLOW -OFFICE PINK -INSPECTOR ASSOCIATED INSPECTION AND TESTING, INC. 6109 RIDGEVIEW AVENUE MIRA LCMA, CA 91752 (951) 681-1007 0 CELL (714) 350-7490 • FAX (951) 681-9305 Email: cwi87I @yahoo.com • Website: www.southerncalinspections.com r..rino Work Performed Which Renuimd Annroval Rv This Special insnection of 0 NOT Inspector M Welding 0 Technician -Field Bldgprmit No.X2018-0209 Inh No 0 Reinforced Concrete 0 Bolting 0 Batch Plant -Concrete 0 Post -Tensioned Concrete 0 Fireproofing 0 Welding Inspector Fab. 0 Reinforced Masonry 0 Epoxy Injection/Anchors 0 Quality Control PO No 0 Structural Steel Assembly 0 Shotcrete/Gunite 0 Other Jurisdiction Newport Beach City Client Date 8-22-2018 s M T X T F S il Job Name McAfee Residence General Contractor Tru -Additions Job Address 48 Drakes Bay Dr., Corona Del Mar, Ca. 92625 Subcontractor Leo's Ironworkers Welding Architect Kenneth G. Brown & Co. Weather Condition Fair Engineer Laboratory REPORTING REQUIREMENTS: Only one permit number reported persheet identify type of work, item and specific area inspected (floor, gridlines, etc.): identify all joints when inspecting welds and bolts identify accepted/rejectedwork by item andspedlic location, record all job problems and DISCUSSIONS with contractor, architect, Engineer, etc.: record amountof material placed and samples taken: write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. SUMMARY OF WORK INSPECTED Performed welding inspection on astm a361/4" end plates welded to astm a992 W8x48 & W8x67 beams at each end bottom side for bolted column supports. Reference detail 13a & 13b/S5. Four beams total. Verified welder cert and inspected welding equipment, which is in good shape. Welder's workmanship and weld profiles are acceptable. Note: The contractor, when asked, said he did not possess a Welding Procedure for the in progress work being performed. F Welder: Mario Leo, AWS D1.1 3g & 4g cert. Lab #L55 n La Equipment: Miller Trailblazer 302 Filler Metal: Hobart 1/8" dia. E7018 =4 Work ongoing. Inspection performed in accordance with CBC 2013 Ch. 17 and AWS 131.1 2010 'i k` Page 1 of TIME TIME REG.S OT OT IN OUT HOUR1.5X 2X Certification of Compliance: To the best of my knowledge, all of the reported work, unites otherwise notA& is in comformance with the approval plans, 1:oopm 4:00pm 1 4 specificatio and applica le a ons of the governing building laws. An inspections based on a minimum of 4 hours. Over 4 hours = 8 hours minimum. AnyImssoden 'ng past noon will Signature of Special r urinmumGregory Robinson ICC #8388086 Approved B P� ,t Superintendent Please Print Name Certification Number Registered with the City of: Newport Beach #NB -0727 Tru Additions Representing WHITE -OWNER • YELLOW -OFFICE • PINK -INSPECTOR City of Newport Beach Special Inspector Manual X18 D`a des �a� Dr CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 SPECIAL INSPECTION Final Project Report Project Address: McAfee Residence, 48 Drakes Bay Dr., Corona Del Mar, Ca. Permit Number: X2018-0209 Inspection Type (s): Welding Inspection Date (s): 8-22-18, 8-23-18 8-24-18 ,tus is to e,at I.perrortnea special mspt on the td�owing porvwu of the „rock at the Ohio tv Opt-,%,1011lwNccuvl10 I.Jrvvluc CIL L110 rvrcrvcc enc¢ Peoject under the jurisdiction of Newport Beach City iit #X2018-0209, all steel fit up and welding corresponds he approved design plans. Specifically, erection and_ ation as found on Structural Sheets -S1, S2_ and S3 --and ....................... ... ship! compliance to detail and weld profiles n conducted per CBC 2013'1705A.2.1(5), Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniformed Building Code. Speciallnspe onFinalProjectR¢port 08/25/2015 spial trKPOOK mer i 8-24-18 Beath Redstratim Ne - Gregory Robinson NB -0727 Speciallnspe onFinalProjectR¢port 08/25/2015 City of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: McAfee Residence, 48 Drakes Bay Dr., Corona Del Mar, Ca. Permit Number: X2018-0209 Inspection Type (s): Welding Inspection Date (s):_ $-24-2n18 (X) Periodic ( } Continuous Performed final welding inspections at the McAfee Residence Project on: (1) 3/4" threaded studs to 4x3x1 /4" tube steel and 3"x1 /4" pipe columns at 48" and 24" center to center spacing per details 13/S4 and 10/S1. (2) One beam with 1/4" end plates welded to astm W8x48 beam detail 13a/S5. and one per 13b/S5 to match Roof's pitch. (3) Welded Base Plates with bolted top connection using four 3/4" memechanical bolts per detail 13/S4. Observed W8x67 beam prep for pitched cap and cap fit up, with welding of 1/4"plates. Y t, s-%`aaxa Faoh Day: Date 18 -24-2018 - 8 List NI kerns Requiring Correction (Incbide Previously Listed Uncorrected hems): Inspection performed per CBC 2013 Ch.17, Table1705A.2.1(5) and AWS D1.1- 2010 Clause 6. __Welder: Mario Leo, AWS D1.1 3g & 4g cert. Lab #L55 _Equipment: Miller Trailblazer 302 Pillar Untal• [4r%hart 1 /W rlia P7n1 A To the best of knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. Gregory 67 8-24-2018 NB -0727 Lzr-m City of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive i P.O. Box 1768 i Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: McAfee Residence X�� Permit Number: X2018-0209 Inspection Type (s): Welding Inspection Date (s): 9-29-9018 (X) Periodic ( ) Continuous Desabc hupection, Indudng Locw im*( .Performed welding..lnspecti.on on astm a36 1 /4' end- plates_w----- to astm_a942 W8x48 & W8x67 beams at each end, bottom side, for bolted column supports. Reference detail 13a & 13b/S5. Four beams total. List Test.. Made: List AN Items Requiring Correc ion (Indude Previou* Listed Uncorrec ed Mean* Note: The contractor, when asked, said he did not possess a Welding_ Procedure for the inro ress work being p g g performed. :cordance with CBC 2013 i. 17 and AWS D1.1 2010 To the best of mV knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications an tl applicable workmanship provisions of the U.B.C. except as noted above. Gregory 67 8-22-2018 ►1 IIllff1% Report of Special Inspection Project Na^� & Address Permit Number f\ eZU/%, --U InspectionType(s) 6/V InspectionDate(s) / Describe inspection Made, including List Tests Made: xzo1$-6zoq �l8 Drake5 Br,5 bi- j� L _) Periodic ( yam; Continuous �.�11L1C JSP//�c� T Total Inspection Time Each Day; Hours List Items Requiring Correction:, include uncorrected items previously listed X4,Comments: T le/i15 �.�� . VST �m c i. ti_ _ ..in.c "� To the best of my knowledge, the work inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions of the U.B.C. except as nosed abov Signed: `/y�� Date Print Full Name:Registration No.� FORM 51-02, 90 213& .)�' va ii V.a alai ♦Ti. Visi YLlitiil {�/OIg`020q COMMUNITY DEVELOPMENT DEPARTMENT r� C /� /� �" U BUILDING DIVISIONrt(i �Cgl�P1� �dI^ D( 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 ✓owww.newportbeacnca.gov 1 (949) 644 3200 BUILDINGHEIGHT CERTIFICATION Project Street Address: 4-5 DK,/ Kr—,% l Building Permit Number(s): As the surveyor of record for the project at the above address, l hereby certify that 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 an the approved plans. Use the format below on the back of this form if additional space is necessary or further ss- explanation is needed. Provide original copy to the inspector before roof framing inspection. All elevation points are based on: U NAVD88 O NGVD29 ( Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGES (3:12 slope or greater) 1i( 1. ` Approved elevation point of ridge is 1�1• C. and actual elevationpoint is ��• `T 2. ,Approved elevation point of ridge is :and actual elevation point is . 3.:.. Approved elevation point of ridgeis _ 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: s;in compliance with the City -approved plans. O IS NOT in compliance with the City -approved plans (Provide explanation). Please describe any deviation from the Cit�� li the back of this form. Da?e (Wet stamp and * License number of 33965 or lower rmmalBuilding Height Certification 11/02/16 Kannath G. Brown 4 Co. ARC TECTURE - SPACE PLANNNC 18401 Gabor Rd. *W1 Laguna Mille, CA. 91983 FIELD OBSERVATION REPORT McAfee 48 Drakes Bay Dr., Corona Del Mar, CA. Framing X241S-02oq y8 Drotces Bas Dr September 25, 2018 1. 1 have authorized the framer to use Roseburg Forest Products "Rigidlam LVL" Structural composite beams as an alternative to "iLevel Truss Joist Parallam". They are structurally comparable products. Ken Brown - Architect 25401 cmot Rd. OW1, Lag m 141119, CA., 92659 pHorm (9491 -r10-s550 Fax ca491 TIO -W-10 xzo ig Woq X18 DrC+ k65 13a n bf- CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 48 Drakes Bay Report Date: Pno CNB Inspector Name: CNB Permit #: X2018-0209 Building Owner Name: Chad McAfee Owner's Mailing Addre s (IF Merent from site); Owner's Telephone #: 949-923-0323 CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License I Reg. #: Kenneth Brown kenbrownarch@hotmail.com (949)770-8550 C13410 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATELOCATION(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 L1 Masonry Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: A 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. SIAMP UH S I KUG I URAL OBSERVER REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.