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LU E 9 ❑m>3 2 a U� `sE WLLVzW- mL_nEm Un.oc>c �'Ni aw 0 2UU c 0 O -E1 WO O m97❑U)Jm LL mmUWV 0 Z lmL W mJO mV a mJNO m SZ_ O m a L 2 O. �ZFm EN LL C Nm Q N > N 0 n`E—.C O O Em LU d m O c E aaci E H ❑Q. mVOL ma N a T m W2 t W n W au0 mmaiA—Lm �3m cmo UZm L fn❑_Jm y¢ �V 2 Oku 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 SMOKE DETECTOR AND CARBON MONOXIDE SELF -CERTIFICATION (this certification is to be filled out by the permittee or homeowner) Project Address: Zo 1 Iv C ©c.-rc.� AVawpo rft 3cat� Permit Number: XC Zo 1 cl — '3Y'4f4& Property Owner: '�Z_Ie-Li S41I� �G•.a✓♦ Licensed Contractor: ,tJwti l.o.�s' �c'i ��e� Lic #: The State of California now requires that smoke and carbon monoxide detectors must be installed in all residential buildings California Residential Code (CRC) Section R314.1, CRC R315.2 states in part that existing dwellings be "retrofitted with smoke detectors and carbon monoxide detectors. CRC Section R314.3, CRC R315.3 defines required locations. Both boxes below must be checked. EJA Carbon Monoxide Alarm: On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms or in each hallway outside of the rooms, and each level of the dwelling. Detectors are also required in bedrooms with gas fired appliances ❑K Smoke Alarms: Installed in each room used for sleeping purposes, outside each sleeping area, and on each level of the dwelling unit. Retrofitted detectors may be battery operated for buildings where no alterations are performed on the interior. Multiple -purpose alarms (carbon monoxide and smoke alarms) shall comply with all applicable standards and must be approved by the State Fire Marshall. The devices must be installed per manufacturer's specifications. I, the undersigned, hereby certify that I am the permittee or homeowner of the project. I further certify that smoke alarms and carbon monoxide alarms are present and tested be functional in all the following locations: Signature: Date: ZZ_ NOTE: Thi self -certification is only used for projects to the exterior of the structure where access to the interior of the dwelling by the City of Newport Beach Building Inspector is not achieved during the course of construction. 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 c+.•• r..tr �r�l (lhearvatinn RAnort J�� {d li�Mr K■ vwvv• � - -- -- - CNB Inspector Name: CNB Permit #: Project Address: Report Date: DATE OBSERVED 2016 E. OCEAN FRONT 5/20/2020 Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Building Owner Name: r Mat Foundation, d Concrete iles, Grade Ackerman Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License/Reg. #: CE36640 Farhad Manshadi Farhadc@esifme.com 714-835-2600 r Other: TE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) nw ne siruclura• geerally u -p uc- ........... _rr 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 1 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. 5-20-20 PLEASE INDICA FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footings & Slab [— Concrete r Steel r Concrete r Mat Foundation, d Concrete iles, Grade r Masonry Wood or Manuf. Shearr Panels r Concrete MasonryWood r Steel Dim r Other: Ir Other. r Other HECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. ME DDEFICIENCIES AND COMMENTS: r REPORT CONTINUED ON ATTACHED PAGES r FINAL STRUCTURAL OBSERVATION REPORT: ._r:.... ...n6 k. �.•n.n..ad cnaerruction documents, and all observed deficiencies were corrected. nw ne siruclura• geerally u -p uc- ........... _rr 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 1 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. 5-20-20 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: 2016 Ocean Blvd Report Date: 10/12/20 CNB Inspector NaJ#.'CNB CNB Permit #: Building Owner Name: Owners Mailing Address (if different from site); Owner's Telephon Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #:SO License/ Reg. #: Christian Hainds, PE christian@iseengineers.com (951) 600-0032 C86438 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 O Wood All levels 10/12/20 ❑ Other: ❑ Other: ❑Other: ❑ Other: 0 ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: - None observed. Includes observation of all wall, floor, & roof framing; and all shear wall framing & nailing ❑ 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 P oFEss/0 charge of the structural observation; P A 2. I, or another licensed design professional whom I have designated above and is under ru :. yy 0 my responsible charge, have performed the required site visits at each significant y % 10 construction stage to verify that the structure is in general conformance with the c8e43e approved construction documents; p. 03/37/2 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptan of the structural systems by the City of Newport Beach, Building spy ervly P?`P Division. 7)n r �i A rPOFcp � STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH, Fn,nmSw�malUFernalwnRgx,nklrotmne,rm 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: 2016 Ocean Blvd Report Date: 10/12/20 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): Christian Hainds, PE SO E-mail Address: christian@iseengineers.com SO Telephone #: (951) 600-0032, x1005 SO License / Reg. #: C86438 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 All levels 10/12/20 ❑ Other: ❑ Other: ❑ Other: ❑ Other: O ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: None observed. Includes observation of all wall, floor, & roof framing; and all shear wall framing & nailing ❑ 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. 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 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 acceof th/e structural systems by the City of Newport Beach, Building ptan Division. n , (/,/r/f 10/12/20 STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fmms\Stt nlObsmvabot wortWID mdmm 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 BUILDING HEIGHT CERTIFICATION Project Street Address: ?e 1& 6- OGEAA1 Building Permit Number(s): XO -61- / a 7y 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: ® NAVD88 O NGVD29 O 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) ADA0 3**' W Gems'f- �F 1V,g1z1t.AL 1. Approved elevation point of ridge is tff- / and actual elevation point is 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 suq I certify that the above height measurements are correct and the above project: U IS in compliance with the City -approved plans. rn p Z OIS NOT in compliance with the City -approved plans (Provide explanation). �e j Please describe any deviation from the City -approved plans on the back of this form. �1'1 Surveyor or Civil Engineer's* signature ar (Wet stamp and signature required) * License number of 33965 or lower Forms\Building Height Certification 2 1/02/16 IS'ZO.20 Date From: Christian Hainds christiaii@iseengineers.com Subject: 2016 Ocean - Observation Letter Date: Jun 16, 2020 at 7:48:16 AM To: Jason Jurczyk jason@jadon- construction.com ,10610 CointyCentef Dnve, Suite 1 io Ternecula, CA 92591 NNOVATIVE ETR'JITJ.IIL E H r f H E E. 1 i, (95 1) 600-CIJ22, (9-S I) 600-0G36 Fax Structural ObGarvavon ROPOAF&M 606/2020 Teaman Resideme Sheet a, 1 19-6297 Newport Beach, CA Skonefie°d Developme, Jas.aq Jur=)k ChrIlan Hainds, PE Structural Observer of Record was fkxw,,: 0 - 01 R ' f Foutirgs & Stem Watt [3 Woad [3 Wood [3 wood 13 Steel Moment Slab or Mat Foundation fo Masann/ C3 Conciete El Concrete C3 Steeg Braced C3 Caissons. 11tes. Oracle Sm. E3 Concrete (3 Steel Decx. 0 steel aox E3 cartcrate Moment C3 (3 Rataq,.qg Foundation S"ab HEIralware 0 Otier 113 Other 13 Omer 113 113 Masonry Wau ..Other ObSaWEd DBIlCiarICIM! - GoseNed underpin footings & rebar plaosment, pad tooting Mmenslons 6 rebar, and raw fooling placannent & raper - No dsficienc,as observed FIELD MEMORANDUM Client: Jadon Construction /Team an Beach House Job Address: 2016 E. Ocean Blvd., Newport Beach for Observations V aGeos Consilting Engineering Geologists Date: April 30, 2020 Updated 6-10-2020 oto include additional locations of footing excavations Footing excavation for new foundations in conjunction with remodel/renovations to the existing residence has been constructed into firm unyielding soils that consist of medium dense, clean sand. The approximate locations of observed footing excavations documented within the scope of the field memorandum is shown on the attached portion of the project Remodel Foundation Plan by Innovative Structural Engineering. (See reverse side.) Conclusions The footing excavations are acceptable, from an engineering geologic viewpoint, for placement of steel and concrete. Recommendations Dimensions and details to be verified by others. Other Comments The site is characterized by adverse soil conditions that includes a potential for liquefaction and seismically induced settlements that may occur during strong seismic shaking from an earthquake. As a condition for use of this field memorandum, the property owners and builder shall accept the risk of structural and cosmetic damages to the renovated structure that may result from such an event. Additionally, the project builder and homeowner must accept some risk of minor structural and cosmetic cracking between improvements supported by new footings and those supported by the existing foundation. By: Note: This memorandum is not intended to verify footing geometry, steel reinforcing, or that the bottom of the excavations are clean at the time concrete is poured. 305 N. Coast Highway, Suite R TEL (949) 494-2721 Laguna Beach, CA 92651 FAX(949) 376-5766 JJ2 W2 SDi HATCH INDICATES N2 2' 2 PORTIONS OF (E) CURB TO BE DEMO'D Wmate locations of observed Illlemorandum dated Apr. 30, 2 F- - - - - - - - - - --- - - - (N) PAD FTG. wl #4 BARS AT 9" O.C. EA. WAY AT BTM., DIMS AS SHOWN, DOWEL INTO (E) FTG PER DTL 7/SD1 HATCH INDICATES PORTIONS OF (E) SLAB -ON -GRADE & (E) FTG TO BE DEMO'D AND REPLACED WITH (N) GARAGE SLAB �- (E) HOUSE TO GARAGE FOOTING TO BE DEMO'D n (N) 36" SO. PAD FTG. w/ #4 BARS AT 9" O.C. EA. WAY AT BTM. PER DTL. I 13/SO1 UNDER (N) 4x6 - - I -"i -I77 - T T- i- I I - I 1 I I 1 1 1 1( 1 1 I I I I I I I Project Address: Permit Number: Inspection Type Inspection Date DEPUTY 1 INSPECTION 1 EPU '-�- Gen en Co Contr: � D CITY OF NEWPORT BEACH Sub Contr: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.aov (949) 644-3200 SPECIAL INSPECTION REPORT ( ) Periodic ; Describe inspection, :including .Location(s): . Q_S vv.4s + �`ae ,C.4MAI.- Q -. Y .....60A,ve Li^.S S3xNt� / I......... IS 6 To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applic workmanship provisions of the U.B.C. except as noted above. ial! na ` Date: �%h Z0 Item SpeciallnspectionReport 8-24-15 INNOVATIVE S T R U C T U R A L E N G I N E E R I N G July 15, 2020 To: Jason Jurczyk Jadon Construction Client: Workshop 315 8821 22nd Ave. Seattle, WA 98106 RE: Teaman Residence 2016 E Ocean Blvd Newport Beach, CA 92661 ISE Project No.: 20-6297 Subject: Proposed Garage Slab & Underlayment It is structurally acceptable to provide a 5" thick garage slab with min. #3 bars at 18" o.c. each way. It is also acceptable to underlay this slab with 2" of clean sand, over a minimum 10mil thick vapor barrier, over 2" clean sand, over 4" clean gravel, over grade. Please contact me if you have any questions or concerns. Thank you. Sincerely, Christian Hainds, PE Ext. 1005 Senior Project Engineer SOCAL OFFICE (HEADQUARTERS) www.ISEengineers.com 37269 Via Industria Temecula, CA Temecula, CA 92590 951.600.0032 Sacramento, CA Denver. CO t`NNOVATIVE S T R U C T U R A L E N G I N E E R I N G 27369 Via Industria Temecula, CA 92590 (951) 600-0032, (951) 600-0036 Fax 7/15/2020 Elerr ehtss & Corjrt�ctians 4Date Q pFESS1o a R P oplarvnei' Teaman Residence A i �t ' e;'Sjet Sheet S1 r4T cesd38 IS F'_bje'f N�.":` 19-6297 Floor," p. 0313x12 IL 14:. ,. d z Jufls iotlon i Newport Beach, CA �1 Footings & Stem Wall `. �'!• CIV Y4 �p r x-�t� U.x ,i u, e ❑❑ �O�wr�e li7pt: Workshop 315 qT� us��' , Steel Moment ® Reie�edy Jason Jurczyk L3 Concrete ® Concrete y"WJNL INSrveff� tt} z ' Christian Hainds, PE Structural Observer of Record $ru -Ural„)p Delta'"# at time, of Observation: - Obseryad Stroc•t`ural Elerr ehtss & Corjrt�ctians u s Foundatign Wall „ Floor," ,,, Roof Frames .. ❑E Footings & Stem Wall ❑❑ Wood ❑❑ Wood❑❑ Wood ❑❑ Steel Moment ® Slab or Mat Foundation ® Masonry L3 Concrete ® Concrete ® Steel Braced ❑� Caissons, Piles, Grade Bm. L3 Concrete 0 Steel Deck ❑❑ Steel Deck ❑❑ Concrete Moment �❑ Retaining Foundation ® Other ® Other ® Other ® Masonry Wall ® Slab Hardware ® Other Observed . Deficiencies: - Observed slab rebar & dowel placement - No deficiencies observed V aGeos Consulting Engineering Geologists FIELD MEMORANDUM Client: Jadon Construction /Teaman Beach House Date: July 15, 2020 Job Address: 2016 E. Ocean Blvd., Newport Beach Subject: Slab subgrade preparation and footing excavations - remodel/renovations to residence Observations Subgrade soils in areas of new floor slabs and interior plumbing trenches in garage and adjacent areas of the residence have been moisture conditioned and compacted to a firm, unyielding condition. An additional segment of footing excavation at the rear of the residence has been constructed into firm unyielding soils that consist of medium dense, clean sand. The approximate locations of observed prepared slab subgrade and footing excavation documented within the scope of the field memorandum are shown on the attached portion of the project Foundation Plan. (See reverse side.) Conclusions The exposed slab subgrade is acceptable, from an engineering geologic viewpoint, for placement of steel and concrete. The footing excavation is acceptable, from an engineering geologic viewpoint, for placement of steel and concrete. Recommendations Subslab section, vapor retarder, steel reinforcement and slab thickness to be verified by others. Dimensions and details to be verified by others. Other Comments The site is characterized by adverse soil conditions that includes a potential for liquefaction and seismically induced settlements that may occur during strong seismic shaking from an earthquake. As a condition for use of this field memorandum, the property owners and builder shall accept the risk of structural and cosmetic damages to the renovated structure that may result from such an event. Additionally, the project builder and homeowner must accept some risk of minor structural and cosmetic IggG een improvements supported by new footings and thoseAuoported by the egisti 1� c( �4 No 1964 CERTIFIED ENGQINEER�IN�G Childs EG 16 4i, EAP3-511?C Jote: This memorandum is not intendeeting geometry, steel reinforcing, clan subgrade section, or that the bottom of the excavations are clean at the time concrete is poured. 305 N. Coast Highway, Suite R TEL (949) 494-2721 u ---w r A noaci CAV/n Ant opt c�tt JJ2 �//nn W2 SD1 HATCH INDICATES I'-5° �: 2� 2° PORTIONS OF (E) 4 ¢` g CURB TO BE DEMO'D (N) PAD FTG. w/ #4 BARS AT 9" O.C, EA. WAY AT BTM., DIMS AS SHOWN, DOWEL INTO (E) FTG PER DTL 7/SD1 HATCH INDICATES PORTIONS OF (E) SLAB -ON -GRADE & (E) FTG TO BE DEMOD AND REPLACED WITH (N) GARAGE SLAB r- (E) HOUSE TO GARAGE FOOTING TO BE DEMOD �o BARS AT 9" WAY AT BTM. PER DTL.131SD1 UNDER (N) 4xr3 Approximatloclations of observed slab subgrade preparation and tiul �exea�t tion pertinent 4n VimPanc iiMrt Mamnrmnrinm Antarl Jidv 15 9n9n ara -hnwn ahnva.ae hinhiinhfed areas.