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HomeMy WebLinkAboutX2018-0405 - MiscX2019.0a05 j 1lo kr na< vi soil PACIFIC Inc. GaaerLNeJ J.tlPwhmnxvJ Servien _ 676 N. Eckhon, Suite *A Orange, CA 92888 7a1: 7144794203 Fax: 714.8794812 Geotechnical Engineering Daily Field Report Contractor: Project Number: Project Name: Activity: Co- p^ " 6 =1 Project Location: 1510 g (ZIP New cr Date: 6� 1� 1$ Client Representative: Description of Project Activities Ae-qtxtal. wL o b51 9 El 0+-- o a VV- 1' i or c ire W( • e wl oa Or --p r Cary Cati r h 1 min, 4tJ Wnz Hours Billed to Project p QC �'o4y5 Signed: Client Representative Signed: SPI Field Representative mil PACIFIC Inc. (seoteelmteal a.tl BuvtiwYwxual Seaziea 676 N What, Suite RA Oren9e, CA 92669 Tal: 714-6794293 Fax: 714-879-4612 Geotechnical Engineering Daily Field Report Contractor: Project Number: Project Name: Activity; 04t' cjaj I Project Location: �1 / S'IO Ki 5 TOOL �re41 oY IS Date:6 Client Representative: p o 1'pS Description of Project Activities P MOIMA u e, o1v 1US1 i0A '011,e. 01 oVt . r V o UUt oo t t 1 Yt�e.N l erten tTV%AC, f"&,0ft."-q -Sol L't-L bi(Oi0el Owis e'W-- Bort. ✓ r � Y n or O w Y o or 0.de_o.- ,s 0 C! is 1 t itt CO r w Car, rw e, oo tM C, be'rofe n, 0=02r lawf- Q ovZ Hours Billed to Project 751�+Lk Oh '" fior— O�`-v /\ Signed: Client Representative Signed: SPI Field Representative MARK BOLING-` F.O.B07K 4751 IRVIlMCA92616-4751 \` t�ql�j 11 Report of Special Inspection mjecr%tam &e>dclress '>rc�oaTs7�C�� l ICK} � i X114 T3rspectxanbateE$7" -- �- [ Periodic [ �] DesceibeinsCtionMad�e�f�nciySiinglQations: �o,► �1Ll-�6 l S rod ,cZgkL Ai IS i C OM- u,at€ uj T 12�[>al o� Ewe DE e 'FULOvta Si:i �,�t� ( k 53.5 �S.$ ►0 53.5 52,3 (04) lvxuo WA 7/33,¢LIQ 3 4- M)i( 4xTt 13M..(1)414mal 1'ota'�:�nspectioa�`l�eEaciiDaq: ��4'�N � � ©i— �Fa�3 ,w v r as =a t OF . o - e a .a ' a e e = _, u_:a. s x— , v =r CBjL: 4-a-292-=981. Co571t(;7.o;37 nfinuous Nill_L CF 4IC 'T53X3 MjT�,� i c: .mog .cyjS l�CTION , o �oaN(� fniJl�K> _iLs ►TE I. ial)iOCT- T'D'ilobcKoftVkWwltd ,thework pccc z sin4cipoiiUncet #ho Sigued 4 Dare %� !!Z ! 8 �lfii'�nel .. '�, L iet�- -_ itegislraricr►Na. ��©��h�" MARKBOUNG' P-OXOX4751 nWOM.01-92616-4761 1?iojectbT&Address .aaa fix. Report of Special Inspection 90esklb �tp- [ I: Periodic E )U"CD U44I.E. G OfIM 949-"0-4;474 CBi,L: 714a9z6321. Conf zimm fly A-ST4-C nU✓rte tlJc 5. S�J� Lam y/r�W�n�4 QF UOiEI� (Z00� VENTS ►'� a �E�?... t Z, l �l- %� 3 , 41 Ul��%S OF p ��' �1 Z6 �. o List EesislViac%- ( 4 � r.v .ec nv! e. : eea v .: it ae= �:. I:;a�.xe . va♦ .siTE yJ�Ixev . 1c1 ACz . \r-i�.> r 1 d-. ir✓v'41 hm(YD'i-1 x A n.-ee.. ) J. .— * To*obt-stofmyi;fwwl „&OWADrkin�W4S.inucw'dancse.with*e, iuspeatjona$Asldtmfdurhotatxir?rm;5m speeiianse�cceedingfWrliuumwiilbetiiRed;deightboum. ^T g/►/�� P�Ptitil�i�nc: �� �OL�/�Cr �ricuallo. �Ql��l X201$-06105 510 kmo s RJ CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION TYPE OF INSPECTION: Epoxy set horizontal rebar dowels/retro-fit all thread rod DATE: 6/15/2018 OWNER: Private Residence REGISTRATION No.: NB0569 PROJECT ADDRESS: 510 Kings Road, Newport Beach CA 92663 ARCHITECT: MS Design Group ENGINEER: JT Consulting PROJECT TYPE: Residential remodel/addition BUILDING PERMIT: X2018-0405 Observation and verification of the following work: Installation of epoxy set horizontal rebar dowels/retro-fit all thread rod (98) #4 horizontal rebar "U" dowels installed at 12"oc w/ min 6" embedment into existing exterior footing at new foundation footing connection. See detail 14/S.3.1 (52) 5/8"0 retro -fit all thread rods installed w/ min 7" embedment into existing exterior footing at new retro -fit anchor bolt locations. See detail 9/S.3.1 (17) 5/8"0 retro -fit all thread rods installed w/ min 10" embedment into existing exterior footing at new retro -fit HDU2 hold down locations. See detail 10/S.3.1 (16) 5/8"0 retro -fit all thread rods installed w/ min 10" embedment into existing exterior footing at new steel column base plates, 4 locations (4 all thread rods per base plate, 4 base plates installed). See detail 9/S.3.1 (12) #5 horizontal rebar dowels (2 at top of footing in 6 locations) w/ 6" min embedment into existing footing at new to existing footing connection. See detail 6A/S.3.1 All work done in accordance with City of Newport Beach Building Department approved construction plans, ICC Evaluation Service Report 2508, ASTM C172/C31, ACI 318-5.6, 5.8, 5.9, 5.10, and CBC sections1903/1704.4. Holes were drilled to the required diameter and embedment depth, holes were blown out at 97 psi, brushed out, and then blown out again at 97 psi prior to epoxy application. All horizontal rebar dowels and retro -fit all thread rods were inserted into epoxy filled holes and rotated'/ turn at time of installation. Simpson eox SET -XP was used. No problems noted at time of inspection. Steve Skeffington Depuiy Inspector ICBO CERTIFICATIONS: 1030205-10,20,30, 40, 49, 50, 51, 55, 60,89 ICC CERTIFICATIONS: 1030205-B3, 65, 136, C5, C8, E5, M5, P5, R5, CB ACI FIELD TECHNICIAN GRADE 1: 0023995 19386 Highridge Way • Trabuco Canyon • CA 92679 • (949) 228-1261 • steve@coastdevelopment.net C4 ,yR`[i CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION TYPE OF INSPECTION: Epoxy set horizontal rebar dowels/retro-fit all thread rod DATE: 7/12/2018: OWNER: Private Residence REGISTRATION No.: NB0569 PROJECT ADDRESS: 510 Kings Road, Newport Beach CA 92663 ARCHITECT: MS Design Group ENGINEER: JT Consulting PROJECT TYPE: Residential remodel/addition BUILDING PERMIT: X2018-0405 Observation and verification of the following work: Installation of epoxy set horizontal rebar dowels #5 horizontal rebar dowels (2 at top of footing in 2 locations) w/ 6" min embedment into existing footing at new to existing footing connection at garage front grade beam location. (4 dowels total installed). See detail 6A/S.3.1 #4 vertical rebar dowels installed at 16"oc w/ 6" embedment into existing exterior footing at new curb wall at garage side wall. (14 dowels total installed) No detail provided. All work done in accordance with City of Newport Beach Building Department approved construction plans, ICC Evaluation Service Report 2508, ASTM C1 72/C31, ACI 318-5.6, 5.8, 5.9, 5. 10, and CBC sections1903/1704.4. Holes were drilled to the required diameter and embedment depth, holes were blown out at 99 psi, brushed out, and then blown out again at 99 psi prior to epoxy application. All horizontal rebar dowels and retro -fit all thread rods were inserted into epoxy filled holes and rotated'/ turn at time of installation. Simpson epoxy SET -XP was used. No problems noted at time of inspection. Steve Skeffington Deputy Inspector ICBO CERTIFICATIONS: 1030205-10, 20, 30, 40, 49, 50, 51, 55, 60, 89 ICC CERTIFICATIONS: 1030205-B3, B5, B6, C5, C8, E5, M5, P5, R5, CB ACI FIELD TECHNICIAN GRADE 1: 0023995 19386 Highridge Way • Trabuco Canyon • CA -92679 • (949) 228-1261 • stevee@coastdevelopment.net 4ltiAT CITY OF NEWPORT BEACH REPORT OF SPECIAL INSPECTION TYPE OF INSPECTION: Epoxy set horizontal rebar dowels at new garage slab DATE: 7/26/2018: OWNER: Private Residence REGISTRATION No.: NB0569 PROJECT ADDRESS: 510 Kings Road, Newport Beach CA 92663 ARCHITECT: MS Design Group ENGINEER: JT Consulting PROJECT TYPE: Residential remodel/addition BUILDING PERMIT: X2018-0405 Observation and verification of the following work: Installation of epoxy set horizontal rebar dowels at new garage slab (97) # 4 horizontal rebar dowels installed 12"oc w/ 6" min embedment (3 sides) into existing footing at garage rear wall and at new grade beam at front of garage for new garage foundation slab on grade. See foundation note for new 5" concrete slab sheet S2.1 All work done in accordance with City of Newport Beach Building Department approved construction plans, ICC Evaluation Service Report 2508, ASTM C1 72/C31, ACI 318-5.6, 5.8, 5.9, 5.10, and CBC sections1903/1704.4. Holes were drilled to the required diameter and embedment depth, holes were blown out at 99 psi, brushed out, and then blown out again at 99 psi prior to epoxy application. All horizontal rebar dowels and retro -fit all thread rods were inserted into epoxy filled holes and rotated Y2 turn at time of installation. Simpson epoxy SET -XP was used. No problems noted at time of inspection. P-1 �' S Steve Skeffington Deputy Inspector ICBG CERTIFICATIONS: 1030205-10,20,30,40,49,50,51, 55, 60, 89 ICC CERTIFICATIONS: 1030205-B3, 65, B6, C5, C8, E5, M5, P5, R5, CB ACI FIELD TECHNICIAN GRADE 1: 0023995 19386 Highridge Way • Trabuco Canyon • CA 92679 • (949) 228-1261 • steve@coastdevelopment.net x2o it -0905 CITY OF NEWPORT BEACH 510 Kr%s R� 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:Seo Platt(, S Building Permit Number(s): Y -2-01e ' Oyer 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: O NAVD88 O NGVD29 (z 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. Avp&v 7-" T et-- lir RIDGES (3;12 slope or greater) HA41k:4L_ 1. Approved elevation point of ridge is -ml. / and actual elevation point is 33. y?. 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: 0 IS in compliance with the City -approved plans. OIS NOT in compliance with the City -approved plans (Provide Please describe any deviation from the City -approved plans on the back of tt Surveyor or Civil Engineer's* signature and seal (Wet stamp and signature required) * License number of 33965 or lower FomMBuilding Height Certification 11/02/16 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 510 Kings Rd Report date: 9-26-2018 CNB Inspector Name: CNB Permit #: 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran jdtran07@gmail.COM 714.815.2356 62653 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check anolicable boxesl 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 a all framin s for final g 9-26-2018 ❑ Other: ❑ Other: ❑ Other: ❑ Other: ITI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: All framings are observed of the followings: floor ties, floor sheathing nailings, floor framings,shearwalls, and post/beam connection for final inspection. ❑ REPORT CONTINUED ON ATTACHED PAGES. M 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: Qt. 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 9 my responsible charge, have performed the required site visits at each significant QD construction stage to verify that the structure is in general conformance with the n approved construction documents; N 6 6 3 r 3. 1 understand that all deficiencies which I have documented must be corrected, prior to xp. 06- -20. final acceptance of t structural systems the City of Newport Beach, Building *. Division. ( IL, 9-26-2018 ST C 1 V,� �P STRUCTURAL OBSERYATION DpES NOT W&IIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. CITY OF NEWPORT BEACH the beam span. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 510 K1rigS Rd Report date: 8_16-2018 CNB Inspector Name: CNB Permit 9: 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran jdtran07@gmail.com 714.815.2356 62653 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 8 Slab ❑ Concrete Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck Caissons, Piles, Grade Beams Ix Wood or Manuf. Shear Panels ❑ Masonry ® Wood 2nd floor framings 8-16-2018 ❑ Other: ❑ Other: ❑ Other: ❑ Other: / R] ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: 2nd floor framings are observed of the followings: floor ties, floor sheathing nailings, floor framings,shearwalls, and post/beam connection. ❑ 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: O 1. I am the licensed design professional retained by the owner to be in responsible pj �. H % � charge of the structural observation; �w �� -fid 2. I, or another licensed design professional whom I have designated above and is under c 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 N 6 6 3 �7 approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to xp. 06- -20. final acceptance oft structural systems/ly the City of Newport Beach, Building a1r ya Division. 8-16-2018 ST C1 V \\1 - STA Tvi'-1 HL4 R NOT WXIVE ANVREOUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 510 Kings Rd Report date: 9-14-2018 CNB Inspector Name: CNB Permit #: INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran jdtran07@gmail.COM 714.815.2356 62653 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 W Wood or Manuf. Shear Panels ❑ Masonry ® Wood all framings except maste 9-14-2018 ❑ Other: ❑ Other: ❑ Other: ❑ Other: bedroom KI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: All framings except master beedroom are observed of the followings: floor ties, floor sheathing nailings, floor framings,shearwalls, and post/beam connection. T -N ❑ 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:"` p Oy 1. I am the licensed design professional retained by the owner to be in responsible CSL \ N charge of the structural observation; 2. 1, or another licensed design professional whom I have designated above and is under rr� my responsible charge, have performed the required site visits at each significant m construction stage to verify that the structure is in general conformance with the approved construction documents; N 6 6 3 �7 3. 1 understand that all deficiencies which I have documented must be corrected, prior to xp. 06- -20. final acceptance of t structural systems the City of Newport Beach, Building �r - Division. - sT �P 9-14-2018 CIV�� BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 510 Kings Rd Report date: CNB Inspector Name: Permit* CNB Permit INDICATE LOCATION(S) OBSERVED DATE OBSERVED M Conventional Footings & Slab 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran jdtran07@gmail.com 714.815.2356 62653 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED Icheck annlicahle boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED M Conventional Footings & Slab ❑ Concrete Steel ❑ Concrete Footings at Additions 7-12-2018 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: KI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: Its' permissible to relocate TS4x4xl/4 post to grid C and 3. The beam's calculation still works for 2.0' extension of the beam span. itiG �- Af CM-. ❑ 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: Q QN 1. 1 am the licensed design professional retained by the owner to be in responsible�- charge of the structural observation; 7i 2. 1, or another licensed design professional whom I have designated above and is under CID 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 Fri approved construction documents; N . 6 6 3 3. 1 understand that all deficiencies which I have documented must be corrected, prior to xp. 06- -20 final acceptance oft structural systerri the City of Newport Beach, Building �r Division. 4c� — 7-12-2018 JT C V `\- STA TEF ptlt R STRUCTURAL OBSERVATION DpES NOT WNIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 510 Kings Rd Report date: 7-2-2018 CNB Inspector Name: CNB Permit*: 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owner's Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran idtran07@gmail.com 714.815.2356 62653 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 Footings at Additions 7-2-2018 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: KI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: voil n l��. l;LU Ut-DG-4 f INNe it?S t-4 ?A0 i iNtt ❑ 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' .,I �I tl \ l C�N charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under JP r 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; PP 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance oft structural systems the City of Newport Beach, Building `j, Exp. 06.1-30 � C Division. 7-2-2018 RFU ST,FitdOTIYRALA FOR BUILDING INSPECTION BY AUTHORIZED 18 W112 Q��� #'�� COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1 (949) 644-3200 Project Address: 510 Kings Rd Report date: 6-21-2018 CNB Inspector Name: CNB Permit#: 0337-2018 Building Owner Name: Finney Residence Owner's Mailing address (if different from site); Owners Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO email Address: SO Telephone #: SO License / Reg. #: John Tran jdtran07@gmail.com 714.815.2356 62653 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS INDICATE LOCATION(S) DATE I (Floor/Roof) OBSERVED OBSERVED ® Conventional ❑ Concrete ® Steel El Concrete "Ggfo„"",","g 6-20-2018 Footings & Slab ❑ Mat Foundation, ❑ Masonry D. Concrete ❑ Steel Deck G Prestressed Concrete Caissons, Piles, ❑ Wood or Manuf. ❑ Masonry ❑ Wood pranre-fiaulMg 7.++--o@ o Grade Beams Shear Panels ❑ Other: ❑ Other: ❑ Other: ❑ Other: KI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: Uoerra.(L Ave- xnanmv� IN cdz�-L- Wit cc DW4 ❑ 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 tl}g structural system s,{ay the City of Newport Beach, Building Division. A J ) 6-21-2018 STRUCTURAL OBSER/ATION DPES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZE.D X,Z0V6-©NU5 Site Nome: A18 -1249R Building Department: Newport Beach, City of Address: 51O KINGS ROAD Permit Number: x2018-0405 City: NEWPORT BEACH Code Year Standards: 2015 Zip: 92663 Insulation Installation 418-P010017857A-000-001- Dwelling / System Document CFSR-PRF-01-E Title Performance Compliance Registration # 418-P010017857A-000-000-0000000 -6006 Dwelling / System Document Title Registration # 3/8/2019 CF21Z-ENV-01-E Fenestration 418-P010017857A-000-001- No E01004A-0000. CF2R-ENV-03-E Insulation Installation 418-P010017857A-000-001- 3/8/2019 _. 3/8/2019 E03014A-0000 3/8/2019 CF2R-ENV-04-E Roofing Radiant Barrier CF2R-LTG-01-E Lighting 418-P010017857A-000-001- LOIOOIA-0000 CF2R-MCH-01d-E HVAC, Ducts and Fans 418-P010017857A-000-001- M01003A-0000 2ND FLOOR AREA2 CF2R-MCH-20a-H Dud Leakage 418-P010017857A-000-001- M20009A-0000 IST FLOOR AREAI CF2R-MCH-20dH Dud Leakage 418-P010017857A-000-001- M20010A-0000 2ND FLOOR AREA2 CF2R-MCN-22a-H Fan Efficacy 418-P010017857A-000-001- M22012A-0000 2ND FLOOR AREA2 CF2R-MCH-23a-H Airflow Rate 418-P010017857A-000-001- M23011A-0000 2ND FLOOR AREA2 CF2R-MCH-25b-H Refrigerant Charge 418-POI0017857A-000-001- M25013A-0000 CF2R-MCH-27a-H Mechanical Ventilation 418-P010017857A-000-001- _. M27007A-0000 CF2R-PLB-02a-E Single Family Hot Water DHW Sys 1 CF2R-STH-01-E Solar Water Heating DHW Sys 2' CF2R-STH-01-E Solar Water Heating Dwelling / System Document Title Registration # 2ND FLOOR AREA2 CF3R-MCH-20a-H Dud Leakage 418-POI0017857A-000.001- M20009A-M20A.. IST FLOOR AREAL CF3R-MCH-20d-H Dud Leakage 418-POLOO17857A-000-001- _... M20008A-M20A 2ND FLOOR AREA2 CF3R-MCH-22a-H Fan Efficacy 418-P010017857A-000-001- M22012A-M22A 2ND FLOOR AREA2 CF3R-MCH-23a-H Airflow Rate 418-P010017857A-000-001- M23011A-M23A 2ND FLOOR AREA2 CF3R-MCH-25b-H Refrigerant Charge 418-P010017857A-000-001- M25013A-M25A CF3R-MCH-27a-H Mechanical Ventilation 418-P010017857A-000-001- M27007A-M27A Date Registered Complete 3/23/2018 Date Registered Complete 3/7/2019 3/8/2019 3/8/2019 3/7/2019 3/8/2019 3/8/2019 No 3/8/2019 3/8/2019 3/8/2019 3/8/2019 No No.. No Date Registered Complete 3/8/2019 3/8/2019 3/8/2019 3/8/2019 3/8/2019 3/8/2019