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Home My WebLink AboutX2015-0896 - Miscx2O15-o 9% CITY OF NEWPORT BEACH � 54a l3righfon Fd P.O. Box 1768, Newport Beach, CA 92658-8915 SETBACKS AND TOP OF SLAB/ FLOOR ELEVATION CERTIFICATE 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: 4549 Brighton Road Setbacks: Sketch a site plan and specify surveyed setbacks (use back page) • Top of slab/floor elevation: top of basement wall 36.7 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: 12-21-2016 Date P- 4;, NO. 8682 �qT Engineer/Surveyor's stamp n 3300 Newport Boulevard, Newport Beach VNV ks 15049ffc ` N �W V. \ \� LOT 151 00 36.7 \ \A Top forms `A \ c 0 rrns {o be 36.7 Oneti? df�oter 0 a ' Top forms ce ' 4-T 1 � � o 1 1 \\ LOT 150 i \ TRACT 3357 ° I � \ I 1 ? \\ 36.7 \ I I �N \ Top forms \ c \ °f w°�� f°rms �, I 1cn \ Linerns i �5 00' iert1{ied{0°ter t° be E i N 75•p8'90 cn LOT 149 r nn,\ CITY OF NEWPORT BEACH P.O. Box 1768, Newport Beach, CA 92658-8915 SETBACKS AND TOP OF SLAB/ FLOOR ELEVATION CERTIFICATE The propose 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 4: 8682 Engineer/Surveyor's Address: 139 Avenida Navarro/ San Clemente, CA 92672 Job Address: 4549 Brighton Road Setbacks: Sketch a site plan and specify surveyed setbacks (use back page) • Top of slab/floor elevation: top of basement wall 36.61 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. 1 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) 0 is ❑ is not per City approved drawings. Describe any deviations from plans: LAND (OW00 �r�pR PN0.8682 3-16-2017 Date Engineer/Surveyor's stamp and signature 3300 Newport Boulevard, Newport Beach vM/ vm 15049ffc-2 ' `` \ SCALE: 1 "=20' t ` `` ` s LOT 151 edD t� Xp o �A • , `O a 5�20a° a to be fd Oertifiedf l er �t r a 7.b' t t4, r 36.62 T.W. LOT 150 TRACT 3357 t t ! ' t t t � rte= 36.62 T.W. t t� earlier 9. oecertifiedr� Wall forms � r Un6� �W r36 ofWallto be. I erb 0fje 16 0„ - E Zt5'p0 c W ' LOT 149 CITY OF NEWPORT BEACH 45A9 8t'ghkon Rd COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION �' w 100 Civic Center Dr. I P.O. Box 1768 1 Newport Beach, CA 92658-8915 H `� www.newportbeachca.gov 1 (949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address:_ 4549 Brighton Road r Building Permit Number(s): X2015-0896 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: Q NAVD88 ❑ NGVD29 ❑ Assumed Please provide the following elevation information for the height roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGES (3:12 slope or greater) point of flat roof or parapet is 1. Approved elevation point of ridge is NA and actual elevation point is NA 2. Approved elevation point of ridge is NA and actual elevation point is NA 3. Approved elevation point of ridge is NA and actual elevation point is NA 4. Approved elevation point of ridge is NA and actual elevation point is NA 5. Approved elevation point of ridge is NA and actual elevation point is NA 6. Approved elevation point of ridge is NA and actual elevation point is NA FLAT ROOFS, PARAPETS AND GUARDRAILS 1. Approved elevation point of flat roof or parapet is 50.70' and actual elevation point is 50.42' 2. Approved elevation point of flat roof or parapet is NA and actual elevation point is NA 3. Approved elevation point of flat roof or parapet is NA and actual elevation point is NA I certify that the above height measurements are correct and the above project: 0 IS in compliance with the City -approved plans �p�� LAND SG ElIS NOT in compliance with the City -approved plans (Provide explanation) rt`'�OFt P.M� AGO CC Please describe ny deviation form the City -approved plan on.the back of this form. °- NO. 8682 Surveyor or Civil Engineer's* signature and seal Date (Wet stamp and signature are required) *License number of 33965 or lower VM/ks 15049fhc �5o RA X2015- 0846 CORNER RECORD Document Number 2013-2100 City of NEWPORT BEACH County of ORANGE California Brief Legal Description LOT 150, TRACT No. 3357, M.M. 10711-7 - COORDINATES (optional) CORNERTYPE Government Corner ❑ Control ❑ Meander ❑ Property Rancho ❑ Other ❑ Date of Survey 05/31/2013 N. E. Zone—NA 270 NAD830 NAD83 Epoch Elev. Vertical Datum: NGVD29 NAVD88 Units: Metric❑ Imperial U.S. Survey Comer — 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 Comer Record was prepared by me or under my direction in conformance with the Profess' a�q(�Su or's Acton f-- 25- 1 4 �//.lid P.L.S. No. 4384 Signed COUNTY SURVEYOR'S STATEMENT This Comer Record was received and examine-dqnd filed Title County Surveyor's Comment MAR 04 2014 R.C.E. No. *IOLAV S. MEUM* OP, No. 4384 Tj No: 6131 Page 1 oft JN15049 Document Number 2013-2100 BASIS OF BEARINGS: f` -;¢5p00" & ALL RDATA SHOWN PERTRACT HEREONOIS3 SEASURED go, 107/1-7, UNLESS NOTED OTHERWISE. N 15'10'0' E ; j 2e.00 \�6 1p7 SCALE: 1"=60' s Fs�?A9 s°o. C0. SL O, y / cp ro. oot O y O p0 0 � 1N 7t1 1 j p0 EV > P Rp Oa\ � p071„ - Q Tie Gi T�aat �In o. 33. cnl NN�A�N SURVEY NOTES: • Found monument as noted in each instance. Set epoxied Tag stamped IS 4384' on top of 0 masonry wall. LOT 150 TR. No. 3357 M.M. 107/1-7 100.06 26, i0 +pOpy� _ a OA Z906 ' by 0 2y 00 nQ 0 0 c LINE TABLE Set Lead Number Bearin Length LlN 04'00'00" W 5.35' L2 IN 04'00'00" W 24.00' 2of2 Set Lead & Tag stamped IS 4384' in conc, 1.0' offset from property corner on property line produced. Searched, found nothing. Established per City of Newport Beach Tie Sheets, Book VII, Page IL () Indicates record per Tract No. 3357, M.M. 107/1-7. Q Fd. Lead & Tag stamped IS 4384' per CR 2013-1013, flush in conc. QFd. 3/4" IP & Tag stamped IS 2383' per Tract No. 3357, M.M. 107/1-7, flush. Q Fd. 3/4" IP & Tag stamped 'RCE 29619' per CR 2013-1013, N 03'37'34" E 0.10' 2of2 X2015.0% u561 q Br;SH011 lu CITY OF NEWPORT BEACH COMMUNI'T'Y 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: 4 taS(P ) gPlGdt7�� R � Report Date: o;�Z� I Z�,dL CNB Inspector Name: CNB Permit #: iLL L M INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ 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 M SO License / Reg. #: Ztfkc) z41 16W&I2 @(��,s9wb�r�<e.«�3 22 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aaulicable 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. C 84377 EXP. STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Farms`Sv�cmralObsenatiovReponBlnsmc�ions FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS FloodRoof) 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 I ❑ Wood I _DVUP - SJbJ 5rtez.h/C I P ASO' L ❑ 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: e 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. C 84377 EXP. STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Farms`Sv�cmralObsenatiovReponBlnsmc�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.cov 1 (949) 644-3200 Structural Observation Report Project Address: 4549 Brighton Rd, Corona Del Mar, CA Report Date: 10/25/2017 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. #: Zhao Zhang zhao@lawsonburke.com 949-494-0776 C84377 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 06-23-2016 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams Wood or Manuf. Shear Panels ❑ Masonry ;K Woad All shear walls, except double -sided sheathing. Roof diaphragm. t0/25/2017 ❑ Other: )K Other: Holdowns and straps ❑ Other: ❑ Other: Shearwalls ends. 10/25/2017 ❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: Double -sided sheathing will be checked in next observation. Detail 3/SD3.4 is for drilling through top plates. ❑ 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. / 10/25/2017 C 84377 EXP. STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Farms\StmcturalObservation eport&Instructions 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: /g F39:1 G,�rqN p_b Report Date: 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): 2�OLo Z.� A -n SO E-mail Address: �LOz a 6w✓�� . 09 �✓1 SO Telephone #: 1 ' e- CF -o 2� SO License /Reg. M 6 a IG � 7 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footin s & Slab ❑ Concrete ❑ Steel ❑ Concrete (Wetz LZ VOL- SLH-B O ❑ 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. C 84377 EXP. �Z / STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Form s�S,n,ero,rion,ervmm Report&Insvuaions 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.newr)ortbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address 4�5A•/ (3(21,;,i d/j fyq GO ftNP-DIE -M.&R- Report Date: 03//6/�� 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. #: ZffAo Dt" zk90@L soNl3c72K& GD ?&V -4,Y4 —o7%& C-943 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (FloodRoof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footin s & Slab ❑ Concrete ❑ Steel ❑ Concrete eOPA)6 4P-UUNb ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete Cl Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood r,R Other: )-rl),1s 9.14 ❑ Other: ❑ Other: ❑ Other: GR&wL srAC43-pOOT^,.� ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: )S IS A/OT a ore 9AZA& ✓iu o L c & In1 s 9�G urr.L, PVSq 4. o A ❑ 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. C84377 EXP. STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\Swcmvaftsen at ion Repo n& Ins Imeions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPAR'T'MENT 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 Report Date: 03-09-2017 CNB Inspector Name: CNB Permit #: Project Address: 4549 Brighton Rd, Corona Del Mar Ownets Malting Address (if different from site); Owner's Telephone #: CNB Plan Check #: Building Owner Name: SO Telephone #: SO License /Reg. #: SO E-mail Address: Full Name of Structural Observer (SO): Zhao@lawsonburke.com 949-494-0776 C84377 Zhao Zhang INDICATE STRUCTURAL ELEMENTS AND CONDNAEPCTIIOONS OBSERhVED (ch ka Ilcable boxes) ON(S) DATE PLEASE TE LOC OBSERVEC FOUNDATIONS SHEAR WALLS FRAMES (Floor/Roof) OBSERVED ❑ Conventional ❑ Concrete ❑ Steel ❑ Concrete Footin s & Slab ❑ Mat Foundation, ❑ Masonry ❑ Concrete ❑ Steel Deck Prestressed Concrete ❑Wood El Caissons, Piles, El Wood or Manuf. ❑ Masonry Grade Beams Shear Panels ❑Other: Planter walls and footings 03-09-2017 Other: Grade Beam ❑ Other: ❑Other: Upper level grade beams Planter Wall L1" �1ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: -- - - Ej REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: .. ... .._ _ _____.._� dnurments. 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 I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Divisions ^03f09-2017 9�/ C 84377 *` EXP. 09/30/2017/* STAMP OF STRUC I UKAL UbJMmvon iNATUKt UraImuu"+-- DING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUIL FomuiSuuemedObsun mlonRepenSlnnmaims 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.newl2ortbeachca.gov 1 (949) 644-3200 Structural Observation Report Repod Date: 02-28-2017 CNB Inspedar Name: Project Address: 4649 Brighton Rd, Corona Dei Mar, CA 92625 Building Owner Name: Owner's Mailing Address ('rfdiffereM from sRe); Owner's Telephone# Full Name of Structural Observer (SO): Zhao Zhang FOUNDATIONS Conventional Footings & Slab ❑ Mat Foundation, Prestressed ConcrE ❑ Caissons, Piles, SHEAR WALLS ❑ Concrete ❑ Masonry ❑ Wood or Manuf. Shear Panels ❑ Other: SO E-mail Address: Zhao@tawsonburke.00m FRAMES(FloorlRoc El'Steel ❑ Concrete ❑ Concrete ❑ Steel Deck ❑Masonry El Wood ❑ Other: ❑ Other: holdowns ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: SO Telephone #: 949-494-0776 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; priord must be corrected, to 3 final accep ance of the structural systemsvbyothe City of Newport Beach, Building Division- - A ._. _ / 02-28-2017 Basement slab on grace pawl space wall footings. CNB Permit#: CNB Plan Check #. SO License I Reg. #: C84377 ❑ REPORT CONTINUED ON ATTACHED PAGES. C 84377 EXP 09130/2017 STAMP OF 31 KUU l Ur Lvoarnvr_s� ,IATURE OF S I KI A'l urwL - WILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR B Forms\Swnuml06serca�ioaUponilnswnians 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-r� ' 2 Report Date: CNB Inspector Name: CNB Permit#: ca cN4.Jik /1- Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check* Building Owner Name: ❑ Concrete ❑ Steel Deck t=T,�, Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: �,d N6 11 7✓l u. i7 r,7i �G ' D' rlcP ov ❑ Caissons, Piles, ❑ Wood or Manuf. �%-J-F � Cl Wood D CONNECTIONS OBSERVED check a licable boxes PLEASE INDICATE FOUNDATIONS 5TKUU I URAL SHEAR WALLS ELEMENTS AN FRAMES DIAPHMS RAG (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footin s & Slab ❑ Mat Foundation, ❑ Concrete ❑ Masonry ❑ Steel ❑ Concrete ❑ Concrete ❑ Steel Deck t=T,�, Prestressed Concrete ❑ Caissons, Piles, ❑ Wood or Manuf. ❑ Masonry Cl Wood Grade Beams ❑ Other:A041113�A91ls, IShear Panels ❑ Other: ❑ Other: ❑ Other: heldowA& 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. %%� )/ 1 IL X��>vr� C 84377 1 EXP. 09130/2017/* STAMP OF STRUCTURAL 08StKVLK STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\SvvauralObsereaionRepott&Insvuctions 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.newgortbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 4549 Brighton Rd, Report Date: 12-21-2016 CNB Inspector Name: Corona Del Mar, CA 92625 Building Owner Name: Owners Mailing Address (if different from site); Owner's Telephone #: SO E-mail Address: SO Telephone #: Full Name of Structural Observer (SO): zhao@lawsonburke.Com 949-494-0776 ZhaohaoZhZhang FOUNDATIONS SHEAR WALLS FRAMES (Floor/Roo OBSERVED ❑ Conventional ❑ Concrete ❑Steel ❑ Concrete Footin s & Slab ❑ Mat Foundation, ❑ Masonry ❑ Concrete El Steel Deck Prestressed Concrete ❑ Caissons, Piles, ❑ Wood or Manuf. El Masonry ❑Wood Grade Beams Shear Panels ❑Other: Perimeter and interior i `- Other: Anchorcons, ❑ Other: ❑ Other: wall around basement. holdowns on ARE APPROVED AND WITHOUT DEFICIENCIES. ITEMS CHECKED ABOVE ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: ..� _ _.-.._....., ..e..e��u� rmmnlies with the approve 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 ed, prior to final acceptance of the structural es systemch I s by the City of Newport Beacd must be th, Building Division. 12-21-2016 CNB Permit #: CNB Plan Check #: SO License / Reg. M C84377 TE ❑ REPORT CONTINUED ON ATTACHED PAGES. C84377 EXP. 09/30/2017 STAMP OF STRUOIUKAL Unxrcvcn JAT - NTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREME Forms\SnunerelObserva�ion>leponSlnsm¢tions 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 CTIUNb coo INDICATE LOCATION(S) DE PLEASE INDICATE STRUCTURAL ELEMENTS AND CO DNA Structural Observation Report OBSERVED OBSI ❑ Conventional ❑Concrete ❑ Steel Report Dale: 12-01-2016 CNB Inspector Name: CNB Permit#: Project Address: 4549 Brighton Rd, El Mat Foundation, ❑ Masonry Corona del Mar, CA 92625 Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Building Owner Name: Owner's ❑ Caissons, Piles, Li Grade Beams Shear Panels Retaining wall in building 12-01 ® Other: Rebars m Li Other ❑ Other: SO Telephone M SO License / Reg. #: Full Name of Structural Observer (SO): SO E-mail Address: Zhao@lawsonburke.Com 949-494-0776 C84377 Zhao Zhang ® ITEMS CHECKED ABOVE CTIUNb coo INDICATE LOCATION(S) DE PLEASE INDICATE STRUCTURAL ELEMENTS AND CO DNA FOUNDATIONS SHEAR WALLS FRAMES HRAGMS (FloorlRoof) OBSERVED OBSI ❑ Conventional ❑Concrete ❑ Steel ❑ Concrete Footin s & Slab ❑ Concrete [I Steel Deck El Mat Foundation, ❑ Masonry Prestressed Concrete Wood or Manuf. ❑ Masonry ❑Wood ❑ Caissons, Piles, Li Grade Beams Shear Panels Retaining wall in building 12-01 ® Other: Rebars m Li Other ❑ Other: ❑Other: basement. retaining walls. ARE APPROVED AND WITHOUT DEFICIENCIES. ® ITEMS CHECKED ABOVE ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT_ 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 prior to final acceptance of the structural es systems by ch I have documented City of Newport Beh, Building Division. 2ka 12-01-2016 ❑ REPORT CONTINUED ON ATTACHED PAGES. C 84377 EXP. 09/30/2017/* STAMP OF 51 KUU I U"r ` ,NATURE O FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH. STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS Farms\Stmct..10b,.rveion6 pon&lnstmdiO s Project Address: Building Owner Name: 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.newl2o beachca.gov 1 (949) 644-3200 Full Name of Structural Observer (SO): FOUNDATIONS N Conventional Footings & Slab ❑ Mat Foundation, Prestressed COncfE ❑ Caissons, Piles, Grade Beams f�,] Other: Anchorbol holdowns Structural Observation Report Report Date: t,0 CNB Inspector Name: Owner's Mailing Address (If different from site), I Owners Telephone #. SHEAR WALLS ❑ Concrete ❑ Masonry ❑ Wood or Manuf. Shear Panels ❑ Other: SO E-mail Address: ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all 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 d must be corrected, prior to final acceptance of the all deficiencies structural hsystemsich I v by the City of Newport Beach, Building Division. SO Telephone #: CNB Permit #: CNB Plan Check #: SO License / Reg. #: 6-S6P377 I TE I' b `,9 8 /mr fie,s��t ue�n n �,Gl, � o/,- ,a ❑ REPORT CONTINUED ON ATTACHED PAGES. C 84377F EXP. 09/30/2017 * STAMP OF STRUL; I U"L UOOMIv�11 JATURE Ur b I hi U 1 tIr" •-' ----- STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\SwnuralObsery'ationReyortSlnnrvetions FRAMES (Floor/Roc ❑ Steel ❑ Concrete ❑ Concrete ❑ Steel Deck ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all 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 d must be corrected, prior to final acceptance of the all deficiencies structural hsystemsich I v by the City of Newport Beach, Building Division. SO Telephone #: CNB Permit #: CNB Plan Check #: SO License / Reg. #: 6-S6P377 I TE I' b `,9 8 /mr fie,s��t ue�n n �,Gl, � o/,- ,a ❑ REPORT CONTINUED ON ATTACHED PAGES. C 84377F EXP. 09/30/2017 * STAMP OF STRUL; I U"L UOOMIv�11 JATURE Ur b I hi U 1 tIr" •-' ----- STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\SwnuralObsery'ationReyortSlnnrvetions CITY OF NEWPORT EACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www. n!wportbeachca.00v 1 (949) 644-3200 Structural Observation Report Report Date: 09-21-2016 CNB Inspector Name: Project Address: 4549 Brighton Rd Corona Del Mar, CA 92625 9 Owners Telephone #: Building Owner Name: Owners Mailin Address ('rf different from site); Full Name of Structural Observer (SO): Zhao Zhang FOUNDATIONS Conventional Footings & Slab ❑ Mat Foundation, Prestressed �E ❑ Caissons, Piles, Grade Beams ❑ Other: SHEAR WALLS ❑ Concrete ❑ Masonry ❑ Wood or Manuf. Shear Panels ❑ Other: SO E-mail Address: SO Telephone #: zhao@lawsonburke.com 949-494-0776 FRAMES (Floor/Roof) OBSERVE ❑ Steel ❑ Concrete Sump pump pads, spa pad. ❑ Concrete ❑ Steel Deck ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: 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 ed, prior to final acceptance of deficiencies cctural systemsch I vdocumented the Citof Newport Beach, Building Division. dam/ '. " I `_' 09-21-2016 CNB Permit#: CNB Plan Cheek* SO License I Reg. #: C84377 ❑ REPORT CONTINUED ON ATTACHED PAGES. C 84377 EXP. 09/3012017/* STAMP OF STRUC 1 UKAL Uoar=rcv-n STRUCTURAL OBSERVATION DOES NOT WANE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fnnns\Smsn,ml0haervetinnRmnrtReinetmninn.c X2015-0$4'6 �45q6 pt ighkon R� CITY OF NEWPORT BEACH BUILDING DEPARTMENT CIVIL ENGINEER'S CERTIFICATION FORM From: Toal Engineering Inc 139 Ave. Navarro San Clemente CA Date: 6-11-2019 City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658-8915 ATTENTION: GRADING ENGINEER, BUILDING DEPARTMENT GPC No.: 0699-2015 Lot No. 150 Tract 3357 Rough_ Final: X Project Name: Bell Residence Project Address: 4549 Brighton Road Owner/ Developer: Robert Scott Bell Type of Project: • Tract • Drainage • Commercial • Other Single -Family Residence • Industrial Yardage for Project: • Cut 2,630 cv • Borrow • Fill 15a • Export 2,615 cy I hereby approve the grading for this project in accordance with my responsibilities under the City Grading Code. I have inspected the project and hereby certify that all areas exhibit positive surface flow to public ways or city approved drainage devices. The grading has been completed: in substantial conformance with the approved grading plan. Description of Changes: Company: Toal Engineering Inc Name: Caleb O. Rios (Print) License No.: 57587 (RCE/ LS) (Sign) No. 57587 CR/ka 15049fgc 3300 Newport Boulevard • Post office Box 1768 • Newport Beach, Cal ifomia 92658-8915 Telephone: (949) 644-3275 • Fax: (949) 644-3250 • rt -b ch ca us/buildine e-mail: cnb_blg@cily.newport-beach.ca-ua CITY OF NEWPORT BEACH X2415-0$as Community Development Department I Building Division �454a R.i5bkon 100 Civic Center Dr.1 P.O. Box 1768 Newport Beach, CA 92658 www.newportbeachca.gov (949) 644-3200 CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: 4' �-1��Af �� PERMIT NO.: 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) M Franchise Hauler for Construction/Demolition Waste VVOC Contents Limitation 3( Formaldehyde Emissions Limitation M 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., Plumb., HERS) M/ Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) 5d 1 certify 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. I 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. Responsible Person's Name: Resp o i e Pers rV gnature: Ay ��rJ Date Signed: Posi 'on/Title: 6.10,rq Notes: XX[6-O$aS Project Status Report (( &C; ot, h fon CaICERTS, Inc Effective: 06/26/2019 07:48 1 of 4 14 Energy Standards Code Year: 12013 Project Name]Bell Residence ProjectType:iNew Construction SFR Address: 4549 Brighton Road City / State / Zip: Corona del Mar / CA / 92625 Enforcement Agency: City of Newport Beach Permit Number: X2015-0896 VERIFIABLE to @ calcerts.com CF2R-LTG-01-E 06/16/2019 ITim McDowell (Lighting) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) HERS Provider: CaICERTS Inc. CF2R-ENV-01-E 06/19/2019 Tim McDowell (Fenestration Installation) 20:31 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-E0200001A-0000 CF2R-ENV-02-E 06/16/2019 Tim McDowell (Envelope Air Sealing) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-E0300001A-0000 CF2R-ENV-03-E 06/16/2019 Tim McDowell (Insulation Installation) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) CF2R-ENV-21-H 215-N0085102D-E2100001A-0000 (QII-AIS-Batt, Loose Fill, 06/16/2019 Tim McDowell and SPF) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-E2200001A-0000 CF2R-ENV-22-H 06/16/2019 Tim McDowell x (QII-Air Infiltration Sealing) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-E2300001A-0000 CF2R-ENV-23-H 06/16/2019 Tim McDowell (QII-Installation) 11:22 (BROWN BROTHERS CONSTRUCTION & CF2R-LTG-01-E 06/16/2019 ITim McDowell (Lighting) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) HERS Provider: CaICERTS Inc. Project Status Report CaICERTS, Inc Effective: 06/26/2019 07:48 2 of 4 MFRS Prn,,iriar- CaICFRTS Inc. CF2R-MCH-01-E 215-N0085102D-M010000IA-0000 (Space Conditioning 06/16/2019 Tim McDowell Systems, Ducts and Fans) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2000002A-0000 System 1 CF2R-MCH-20-H 06/16/2019 Tim McDowell (Dud Leakage) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2000003A-0000 System 2 CF2R-MCH-20-H 06/16/2019 Tim McDowell (Duct Leakage) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2000004A-0000 System 3 CF2R-MCH-20-H 06/16/2019 Tim McDowell (Duct Leakage) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2000005A-0000 System 4 CF2R-MCH-20-H 06/16/2019 Tim McDowell mac (Dud Leakage) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2300002A-0000 System 1 CF2R-MCH-23-H 06/16/2019 Tim McDowell (Airflow) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2300003A-0000 System 2 CF2R-MCH-23-H 06/16/2019 Tim McDowell (Airflow) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2300004A-0000 System 3 CF2R-MCH-23-H 06/16/2019 Tim McDowell (Airflow) 11:22 (BROWN BROTHERS CONSTRUCTION &, ASSOCIATES INC) 215,N0085102D-M2300005A-00'00', System 4 CF2R-MCH-23-H 06/16/2019 Tim McDowell (Airflow) 11:22 (BROWN1BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2200002A-0000 System 1 CF2R-MCH-22-H 06/16/2019 Tim McDowell (Fan Efficacy) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2200003A-0000 System 2 CF2R-MCH-22-H 06/16/2019 Tim McDowell (Fan Efficacy) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2200004A-0000 System 3 CF2R-MCH-22-H 06/16/2019 Tim McDowell (Fan Efficacy) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2200005A-0000 System 4 CF2R-MCH-22-H 06/16/2019 Tim McDowell (Fan Efficacy) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2500002A-0000 System 1 CF2R-MCH-25-H 06/16/2019 Tim McDowell (Refrigerant Charge) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2500003A-0000 System 2 CF2R-MCH-25-H 06/16/2019 Tim McDowell (Refrigerant Charge) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2500004A-0000 System 3 CF2R-MCH-25-H 06/16/2019 Tim McDowell (Refrigerant Charge) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) MFRS Prn,,iriar- CaICFRTS Inc. Project Status Report Ca10ERTS, Inc Effective: 06/26/2019 07:48 3 of 4 HFac roirPP7C Tn, 215-N0085102D-M2500005B-0000 System 4 CF2R-MCH-25-H 06/16/2019 Tim McDowell �x (Refrigerant Charge) 11:22 (BROWN BROTHERS CONSTRUCTION & �r ASSOCIATES INC) 215-N0085102D-M2600002A-0000 System 1 CF2R-MCH-26-H 06/16/2019 Tim McDowell io (Rated Equipment) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2600003A-0000 System 2 CF2R-MCH-26-H 06/16/2019 Tim McDowell 4 (Rated Equipment) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-NO085102D-M2600004A-0000 System 3 CF2R-MCH-26-H 06/16/2019 Tim McDowell (Rated Equipment) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-M2600005A-0000 System 4 CF2R-MCH-26-H 06/16/2019 Tim McDowell (4 (Rated Equipment) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-NO085102D-M2700001A-0000 CF2R-MCH-27-H 06/16/2019 Tim McDowell 4 (IAQ and MV) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) 215-N0085102D-B2200006A-0000 CF2R-PLB-22-H 06/16/2019 Tim McDowell (HERS SD HWS Distribution) 11:22 (BROWN BROTHERS CONSTRUCTION & ASSOCIATES INC) aT" ON r nr'9 +' Ceficates ifieat�s �v c i e J.ii'••1d .Y f:;. 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J ,?&I !�.-,n .�fi,F. w1 m i,3.—r , f. i •�aau :a � e,.d� i 4r.5 u..mr i sel k.... s i. 9 x !., dd.,§ 5�1: CF3R-ENV-21-H 06/15/2019 215-NO085102D-E2100001A-E21A (QII-AIS-Batt,: Loose Fill, (.11:05- Oscar Salmeron and SPF) (Nucleus) CF3R-ENV-22-H 06/15/2019 215-NO085102D-E2200001A-E22A (QII-Air Infiltration Sealing) 11:05 Oscar Salmeron (Nucleus) CF3R-ENV-23-H 06/15/2019 215-N0085102D-E2300001A-E23A (QII-Installation) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-20-H 06/15/2019 215-N0085102D-M2000002A-M20A System 1 (Duct Leakage)11:05 Oscar Salmeron (Nucleus) CF3R-MCH-20-H 06/15/2019 215-NO085102D-M2000003A-M20A System 2 (Duct Leakage) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-20-H 06/15/2019 215-N0085102D-M2000004A-M20A System 3 (Duct Leakage) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-20-H06/15/2019 215-N0085102D-M2000005A-M20A System 4 (Duct Leakage) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-23-H 06/15/2019 215-N0085102D-M2300002A-M23A System 1 (Airflow) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-23-H 06/15/2019 215-NO085102D-M2300003A-M23A System 2 (Airflow) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-23-H 06/15/2019 215-N0085102D-M2300004A-M23A System 3 (Airflow) 11:05 Oscar Salmeron (Nucleus) HFac roirPP7C Tn, Project Status Report CaICERTS, Inc Effective: 06/26/2019 07:48 4 of 4 urnc n.._.,:a,.... r�iroox •..� CF3R-MCH-23-H 06/15/2019 215-N0085102D-M2300005A-M23A System 4 (Airflow) 11:05 Oscar Salmeron (Nucleus) System 1 CF3R-MCH-22-H 06/15/2019 215-N0085102D-M2200002A-M22A Oscar Salmeron (Fan Efficacy) 11:05 (Nucleus) CF3R-MCH-22-H 06/15/2019 215-N0085102D-M2200003A-M22A System 2 (Fan Efficacy) 11:05 Oscar Salmeron 1� (Nucleus) CF3R-MCH-22-H 06/15/2019 215-N0085102D-M2200004A-M22A System 3 (Fan Efficacy) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-22-H 06/15/2019 215-N0085102D-M2200005A-M22A System 4 (Fan Efficacy) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-25-H 06/15/2019 215-N0085102D-M2500002A-M25A System 1 (Refrigerant Charge) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-25-H 06/15/2019 215-N0085102D-M2500003A-M25A System 2 (Refrigerant Charge) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-25-H 06/15/2019 215-N0085102D-M2500004A M25A System 3 (Refrigerant Charge) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-25-H 06/15/2019 215-N0085102D-M2500005B-M25A System 4 (Refrigerant Charge) 11:05 Oscar Salmeron(Nucleus) CF3R-MCH-26-H 06/15/2019 215-N0085102D-M2600002A-M26A System 1 (Rated Equipment) 11:05 Oscar Salmeron (Nucleus) ; System 2 CF3R-MCH-26-H 06/15/2019 216-N0085102D-M2600003A-M26A Oscar Salmeron (Rated Equipment) 11:05 (Nucleus) CF3R-MCH-26-H Q6/15/2019 215-N0085Q02D-M2600004A-M26A System 3 (Rated Equipment) 11:05 Salmeron (Nucleus) (Nucleus) CF3R-MCH-26-H 06/15/2019 215-N0085102D-M2600005A-M26A System 4 (Rated Equipment) 11:05 Oscar Salmeron (Nucleus) CF3R-MCH-27-H 06/15/2019 215-N0085102D-M2700001A-M27A (IAQ and MV) 11:05 Oscar Salmeron 4 (Nucleus) CF3R-PLB-22-H 06/15/2019 215-N0085102D-B2200006A-B22A 14 (HERS SO HWS Distribution) 11:05 Oscar Salmeron (Nucleus) urnc n.._.,:a,.... r�iroox •..� x2015-0$46 950 BrfShfon IZJ LANGAN 32 Executive Park, Suite 130 Irvi 4 T: 949.255.8640 F: 949.255.8641 To: Scott Bell From: Enrique A Riutort Info: Tim Brown / Date: 6 June 2019 Re: Final Grading Memo Bell Residence 4549 Brighton Road Corona del Mar, California Langan Project No.: 700025102 As requested by Newport Beach's Building Inspector, we are providing this final grading memorandum. Langan Engineering and Environmental Services, Inc. (LANGAN) provided full-time and part-time observation and testing services during construction of the subject residence between the months of June 2016 and December 2017. During construction of the subject residence, excavation subgrade conditions and compaction of backfill were found to conform to our geotechnical engineering report dated 21 February 2014 and plan specifications set forth in the civil and structural plans, and with Title 15 City of Newport Beach Building and Construction Code. LANGAN has found that all geotechnical grading activities are acceptable for support of the subject residence. References: Structural Plans, Bell Residence, 4549 Brighton Road, Corona del Mar, CA, 92625, prepared by Laidlaw Schuktz Architects, dated on 1. April 2015 and revised on 12 August 2016 Civil Plans, Lot 150, Tract 3357, 4549 Brighton Road, Newport Beach, CA, prepared by Toal Engineering, Inc. dated 20 June 2016 and revised 20 September 2016. Geotechnical Engineering Report for Proposed Residence 4549 Brighton Road, Corona del Mar, Orange County, California, prepared by Langan Engineering & Environmental Services, dated 21 February 2014. LANGAN 25 January 2018 Mr. Scott Bell c/o Mick Meldrum ICI Development Company 2222 East Seventeenth Street Santa Ana, California 92705 Re: Foundation, Slab -On Grade, and Utility Observation Report Bell Residence 4549 Brighton Road Corona del Mar, Orange County, California Langan Project No. 700025102 Dear Mr. Bell: Technical Excellence Practical Experience Client Responsiveness As requested and in accordance with our 15 June 2016 proposal and subsequent authorization by Mr. Scott Bell (Client), Langan Engineering and Environmental Services, Inc. (LANGAN) was on-site as requested to observe earthwork associated with shallow foundation excavations, slab -on -grade subgrade preparation, and utility installation for a residence (Project) at 4549 Brighton Road, Corona del Mar, Orange County, California (Site). Field observation services were performed by a LANGAN Staff Engineer under oversight of a LANGAN Professional Engineer. Provided herein is a summary of observations and testing provided by this firm during the aforementioned earthwork. PROJECT OVERVIEW The Site is a wedged -shaped parcel located within the Cameo Shores Community at 4549 Brighton Road in Corona del Mar, Orange County, California. The Site is bounded by Brighton Road to the northeast, residential structures to the southeast and northwest, and the Pacific Ocean to the southwest as shown on Figure 1. The Site is developed with a 5,000 square foot single -story residence with a three car garage, a crawlspace, partial basement, subsurface utilities, and accessory structures (i.e. barbeque, patio, and shallow water feature). The crawlspace is approximately 3 feet high and the basement extends approximately 10 feet below the crawlspace within the northern portion of the residence. Finished floor elevations for the residence and site grades are at or near surrounding grade and the finished basement floor is approximately 13 feet below grade. LANGAN issued memoranda presenting summaries of observations provided by this firm for shallow foundation excavations, basement wall subdrains, and utility installations. A summary of observations are included herein and in the following memos. 32 Executive Park, Suite 130 Irvine, CA 92614 T: 949.255.8640 F: 949.255.8641 www.langan.com New lesey • New York • Virginia . Cahtornie • PennSylvamn . f:onner:ticw • I ornda . flbu Dhabi . Abler,, • Doha . Dubai Istanpul Foundation, Slab -On Grade, and Utility Observation Report Bell Residence 25 January 2018 Corona del Mar, Orange County, California Page 2 of 5 Langan Project No. 700025102 • "Footing Excavation Observations — Basement Footings, Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 31 October 2016. • "Footing Excavation Observations — Basement Footings, Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 16 February 2017. • "Footing Excavation Observations — Basement Footings, Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 23 February 2017. • "Garage Footing Excavation and Basement Courtyard Subgrade Observation, Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 24 April 2017. • "Basement Subgrade and Retaining wall Drain Board and Subdrain Observations , Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 26 January 2017. • "Geotechnical Engineering Observations, Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 29 March 2017. "Gas Line Trench Subgrade Observations", Bell Residence, 4549 Brighton Road, Corona Del Mar, California, Langan Project No.: 700025102" dated 12 December 2017. SUBSURFACE CONDITIONS As summarized in our "Geotechnical Engineering Report" dated 21 February 2014, the subsurface conditions generally consist of Topsoil, underlain by Nonmarine Terrace Deposits, underlain by Monterey Formation. The subgrade conditions observed within foundation excavations, slab -on -grade, and a utility trench excavation were generally consistent with the Nonmarine Terrace Deposits or Monterey Formation. The Nonmarine Terrace Deposits generally consist of light brown to dark brown, yellow brown, and orange brown, dense to very dense, silty fine to coarse sands with interbedded clayey sands. The Monterey Formation generally consists of brown and grey brown, dense to very dense silty sandstone with scattered gravel and interbedded siltstone and clayey shale. SHALLOW FOUNDATIONS Shallow foundation excavations for spread footings and continuous wall footings were excavated with dimensions as shown on the structural plans titled, "Structural Plans, Bell Residence, 4549 Brighton Road, Corona del Mar, CA, 92625", prepared by Laidlaw Schultz Architects, dated 1 April 2015 and revised 12 August 2016 (Structural Plans). Spread footings and continuous wall footing excavations were embedded a minimum of 18 -inches below ground surface (bgs). Typical spread footing excavations were square or rectangular shaped; square footing excavations had dimensions that varied between approximately 4 and 6 -feet and rectangular footing excavations had widths ranging between approximately 4 and 5.5 -feet and lengths ranging between approximately 7 and 10 -feet. Typical continuous wall footing excavations had widths ranging between approximately 11A and 2 -feet. The conditions observed at the foundation subgrade elevation are consistent with subgrade conditions anticipated per LANGAN's "Geotechnical Engineering Report for the Proposed Residence", dated 21 February 2014 and were suitable for support of the Project. LANGAN Foundation, Slab -On Grade, and Utility Observation Report 25 January2018 Bell Residence Page 3 of 5 Corona del Mar, Orange County, California Langan Project No. 700025102 SLAB -ON GRADE Subgrade within the basement, basement courtyard slab -on -grade area, adjacent to the planter box/bio-basin area, and garage area was observed to be bedrock consisting of Monterey Formation, compacted fill, or 3/8 -inch gravel. Crawlspace The subgrade for the crawlspace was observed to consist of previously excavated on-site material that was then compacted. The backfill consisted of brown, fine to coarse silty sand with some clay and trace rock fragments. Backfill above the shading consisted of on-site material placed in approximately 6 to 8 -inch thick loose lifts. The depth of backfill ranged from 6 -inches to an approximate maximum of 4 -feet. The areas immediately adjacent to the basement walls received the greatest depths of fill where there is 3/8 -inch gravel that underlies the compacted fill and is behind basement walls. The backfill was moisture conditioned with a hose and compacted with a whacker to a minimum of 95 percent of the laboratory maximum dry density with moisture contents within 3 percent of optimum as determined by ASTM D1557 (Modified Proctor). Field density tests were performed using a nuclear gauge in accordance with ASTM D6938 to determine compliance with project specifications. Results of the field density tests are summarized in Table 1. Laboratory test result for Sample A is presented in Appendix A. Approximate field density test locations are shown in Figure 2. Bio basin/Planter box The slab -on -grade adjacent to the planter box, within the bio -basin, subgrade consisted of 3/8 - inch gravel that was placed between the basement retaining and the shoring wall on the north/northwest property line. The gravel was placed in 1 to 2 -foot thick lifts and then compacted with a vibratory plate to provide a smooth working surface. In general the subgrade was observed to generally firm, unyielding and absent of ponded water, loose soil, and deleterious debris. Basement and Basement Courtyard Subgrade within the basement was observed to be Monterey Formation. The subgrade was observed to generally firm, unyielding and absent of ponded water, loose soil, and deleterious debris. Garage Subgrade under the portion of the garage floor that extends past the basement wall was observed to be on previously compacted fill. The subgrade was observed to be firm, unyielding and absent of ponded water, loose soil, and deleterious debris. BASEMENT WALL SUBDRAINS & BACKFILL Drainage boards and subdrains were installed behind basement walls. Drainage boards were affixed to the backside of the walls. Subdrains at the base of walls consist of a 4 -inch diameter perforated polyvinyl chloride (PVC) pipe enveloped in 3/8 -inch size gravel surrounded by geotextile filter fabric. Subdrains were connected to a sump pump system to discharge collected water. LANGAN Foundation, Slab -On Grade, and Utility Observation Report Bell Residence Corona del Mar, Orange County, California Lanaan Proiect No. 700025102 25 January 2018 Page 4 of 5 Backfill above the filter fabric that surrounds the subdrain consists of 3/8 -inch size gravel. The gravel backfill was compacted with a vibratory plate compactor. Geotextile fabric was placed on top of the gravel. On the western and southern basement walls after gravel was placed an approximately 3'h to 4 -foot thick soil cap was placed on top of the gravel. The soil cap consisted of on-site material that was placed in 12 to 14 -inch thick loose lifts and compacted with a whacker and a remote controlled vibrating drum roller. Backfill material was probed and found to be firm and unyielding. The soil cap backfill was moisture conditioned with a hose and compacted with a whacker to a minimum of 95 percent of the laboratory maximum dry density with moisture contents within 3 percent of optimum as determined by ASTM D1557 (Modified Proctor). Field density tests were performed using a nuclear gauge in accordance with ASTM D6938 to determine compliance with project specifications. Results of the field density tests are summarized in Table 1. Laboratory test result for Sample A is presented in Appendix A. Approximate field density test locations are shown in Figure 2. UTILITIES Gas Lines Two, 3 -inch diameter polyvinyl chloride (PVC) pipes for gas services were installed within a trench in December 2017. The pipes were bedded and shaded with sand. Backfill above the shading consisted of on-site material placed in approximately 6 to 8 -inch thick loose lifts. The backfill was moisture conditioned with a hose and compacted with vibratory plate compactor to a minimum of 90 percent of the laboratory maximum dry density with moisture contents within 3 percent of optimum as determined by ASTM D1557 (Modified Proctor). Field density tests were performed using a nuclear gauge in accordance with ASTM D6938 to determine compliance with project specifications. Results of the field density tests are summarized in Table 1. Laboratory test result for Sample A is presented in Appendix A. Approximate field density test locations are shown in Figure 2. LANGAN Foundation, Slab -On Grade, and Utility Observation Report 25 January 2018 Bell Residence Page 5 of 5 Corona del Mar, Orange County, California Langan Project No. 700025102 LIMITATIONS The conclusions presented in this report are opinions based upon site conditions as they were exposed during shallow foundation excavations and backfill placement, and assume the materials exposed are representative of subsurface conditions within the subject area. Although not anticipated, materials adjacent and/or beneath those observed may have different characteristics. This firm's opinions and recommendations are further based upon previous reports, laboratory testing, experience with similar projects, and professional judgment. No warranty is expressed or implied. The presence of the geotechnical consultant at the site was to provide the owner with a source of professional advice, opinions and recommendations based upon testing and observations of the contractor's work, and did not include superintending nor supervision of the contractor's work. This report is subject to review by the controlling government body. Should you have any questions regarding this report, please feel free to contact this firm. Sincerely, Langan Engineering and A. Services, Inc. Enrique A. Riutort, PE, Upffi. ti Senior Project Manager OF cai� Associate GE 2683 CEG 965 Enclosures: Figures Figure 1 — Site Location Plan Figure 2 — Density Test Location Map Table Table 1 — Summary of Field Density Tests — Backfill Appendix A — Laboratory Test Results PG, CEG Wangan,com\dataV Mdate1\700025102\0ffice Deta\Reports\GeotechnicaVoundation Report\700025201 Foundation Report 01-23-2018,do" tyo. 965 CERTt'geD CG£OLOM S G Is? LANGAN Foundation, Slab -On Grade, and Utility Observation Report 25 January 2018 Bell Residence Corona del Mar, Orange County, California Langan Project No. 700025102 FIGURES LANGAN a £ U / 7|k | - / \ wr\ § ||`� ) :yx:\.�\ a £ U / 7|k | - / \ k § ||`� ) %§ � co �� CZ � 2 \ C k � U 7|k § Bk ) %§ � co � | �}\\log \ Foundation, Slab -On Grade, and Utility Observation Report 25January20lB Bell Residence Corona del Mar, Orange County, California Langan Project No. 700025102 TABLES LANGAN x Ii � 4k i lTi� M m f� i}f 1 si rpt , u ^, a a a a a a a a } a a a a ,T,U N g N N N (aA N Vai N N N CO (ail �G4 6"t 1(tn 0 k}l;". ire FwI-Alr�ff ; tr`v'..• rn rn rn m rn m m m m m rn m �9,.gMEW aFLlit" m rn m m rn rn m m rn m m rn 1 �{ 1L3 S}� §ISj u *z O HN arFt �QY��.. M M M M M M M M ,. M M M M 74 t it L t f N O O O O O O r4j 2L 2 2s 2 3a 3a 3a` 3a 3Q Say 2 y2 } y it.7W, 4Et r ^ ^ r r r i t{i N Y 0 G N M :i Foundation, Slab -On Grade, and Utility Observation Report 25 January 2018 Bell Residence Corona del Mar, Orange County, California Langan Project No. 700025102 APPENDIX A LABORATORY TEST RESULTS LANGAN COMPACTION TEST REPORT ASTM 01557 Method C Volume (cf): 0.075 # Blows: 56 Specimen A B C #Layers: 5 D Wet Weight (Ibs) 9.13 8.58 8.98 9.04 Wet Density (pd) 121.7 114.4 119.7 120.5 Moisture Content (40) 24.2 18.7 21.1 27.9 ) Dry Density (pdMax.OWN D�- . Opt. Water Content: 22.0 % 98.0 96.4 98.9 94.2 r IW10 r ��\\�� r Geo -Logic •SSOCILTES 98.0 96.4 98.9 94.2 Geo -Logic •SSOCILTES U) r J W H N W r J_ 0 m (n co co0 0.E AE a) L N (tl � N U Ego ° Q�'i,%��,py. �.. Cl 3 �r F�; g 1Fcn 1 ln; w y rn' m m Y U d U .N U U F—' 2 a w ° C '�: U� x. d a1 L U Z m ❑ Y t O V[ p� a d t� N Y (� L cn W O; y C � y 4y, 7i g lZ J 0 C (n 0) o ar z__ ❑ CL U 2�' a) a L',. a) ftl E ltl N C co y C N ttikp`t w tia Z O m 0 c •u. Cl sr ❑ r ❑ z n. Z)U .x w — — m w >. x Q U: U stn, EXPANSION INDEX - UBC 18-2 & ASTM D 4829-88 JOB NO. 2012-0057 PROJECT Lan an # 700025102 Sample p m le Sam le A LD Sample By Sta. No. Sta. No. Soil Type Brown, F.C. Clayey Sand By Soil Type Time Dial Reading Wet+Tare 55z.5 7 16:00 0.3583 Tare 218.1 H2O Net Weht 334.4 7 12:00 0.3548 % Water 17.5 nry vans_ 1 86.2 Max 218.1 377.9 INDEX 1 4 1 04% %water I oc.o r•.,". Sample By Soil Type Sta. No. Sta. No. S Soil Type Net+Tare Tare Net Weiql Max Dial Tare Max Water By Tare rf- Water (INDEX I%Water Geo -Logic ASSOCIATES