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HomeMy WebLinkAboutX2018-0902 - Misc (2)1CXI F -o toy 9837 Por -4 540;n5 Pd CITY OF NEWPORT BEACH CONIMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 J Newport Beach, CA 92658-8915 www.newaortbeachca.Dov ( (949) 644-3200 Structural Observation Report Project Address: Report Date: 1837 Port Sterling October 1, 2018 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: DATE OBSERVED 0739.2018 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License/Reg. #: Dale Forbes dale@es'rfme.com 714-835-2800 C30407 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) Ideclare 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 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,priorto final accep tance of the structural systems by the City of Newport Beach, Building Division. -;� October 1, 2018 SIGNATURE OF STRUCTURAL OBSERVER OF RECORD DATE FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED Conventional Footings r Concrete ( Steel F Concrete Ab's hd's & Fig rebar 10-1-18 Mat Foundation, Prestressed Concrete r Masonry iu Concrete ! Steel Deck -- Caissons, Piles, Grade Beams r-- Wood or Manuf. Shear Panels ! Masonry Wood r..- Other: Other: f Other: w Other: Iv ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. i` OBSERVED DEFICIENCIES AND COMMENTS: r REPORT CONTINUED ON ATTACHED PAGES F FINAL STRUCTURAL OBSERVATION REPORT: The structural generally complies with the approved construction documents, and all observed deficiencies were corrected. Ideclare 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 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,priorto final accep tance of the structural systems by the City of Newport Beach, Building Division. -;� October 1, 2018 SIGNATURE OF STRUCTURAL OBSERVER OF RECORD DATE 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.00v 1 (949) 644-3200 Structural Observation Report Project Address: 1837 Port Sterling Report Date: October 9, 2018 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (If different from site); Owner's Telephone #: CNB Plan Check #: Conventional Footings r' Concrete r Steel 0739-2018 Full Name of Structural Observer (SO): SO E-mail Address: 80 Telephone #: SO License/Reg. #: Dale Forbes dale@esifine.com 714-835-2800 C30407 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) 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. 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 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. October 9, 2018 DATE FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED j� Conventional Footings r' Concrete r Steel F_ Concrete Slab Rebar 10.9.18 Mat Foundation, Prestressed Concrete rW Masonry r- Concrete r_ Steel Deck Caissons, Piles, Grade Beams rWood or Manuf. Shear Panels r Mason Y Wood r Other: r— Other: f— Other: Other: ryl ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. r OBSERVED DEFICIENCIES AND COMMENTS: r� REPORT CONTINUED ON ATTACHED PAGES r FINAL STRUCTURAL OBSERVATION REPORT: he structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 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 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. October 9, 2018 DATE 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 ( (949) 644-3200 Structural Observation Report Project Address: 1837 Port Sterling Report Date: December 13, 2018 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Conventional Footings f— Concrete 'r Steel 0739-2018 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License/Reg. #: Dale Forbes dale@esifine.com 714-835-2800 C30407 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) 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. 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 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. December 13, 2018 SIGNATORE OF STRUGTURAL OBSERVER OF RECORD DATE FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED iL Conventional Footings f— Concrete 'r Steel r, Concrete Shearwalls at Exterior 12113/18 Mat Foundation, Prestressed Concrete r Masonry Concrete r Steel Deck Caissons, Piles, Grade Beams r,, Wood or Manuf. Shear Panels r Masonry r Wood )r Other: r Other: Other: f— Other: We ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. iW OBSERVED DEFICIENCIES AND COMMENTS: REPORT CONTINUED ON ATTACHED PAGES r FINAL STRUCTURAL OBSERVATION REPORT: ha structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 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 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. December 13, 2018 SIGNATORE OF STRUGTURAL OBSERVER OF RECORD DATE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newaortbeachca.ciov ( (949) 644-3200 Structural Observation Report Project Address: 1837 Port Sterling Report Date: December 18, 2018 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Conventional Footings r Concrete r steel 0739-2018 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone M SO License/Reg. #: Dale Forbes dale@esifine.com 714-835-2800 C30407 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTION OBSERVED (check applicable boxes) 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. 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 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. Q 44 zdz��__ December 18, 2018 SIGNATURE OF STRU TUBAL OBSERVER OF RECORD DATE FOUNDATIONS SHEAR WALLS FRAMES DIAPHGRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED (� Conventional Footings r Concrete r steel F concrete Final Framing for general conformance 12/18/18 Mat Foundation, Prestressed Concrete I" Masonry i-- Concrete i... Steel Deck Caissons, Piles, Grade Beams t . Wood or Manuf. Shear Panels r Mason Masonry Wood Other: r Other: r Other: r Other: W ITMENS CHECKED ABOVE ARE APPROVED AND WITHOUGH DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: 4 r REPORT CONTINUED ON ATTACHED PAGES it FINAL STRUCTURAL OBSERVATION REPORT: IThe structural generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge 1. 1 am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 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 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. Q 44 zdz��__ December 18, 2018 SIGNATURE OF STRU TUBAL OBSERVER OF RECORD DATE X,2Dj8-09oz d $ 37 Port Slerjiog PE o� CITY OF NEWPORT BEACH C01VEM ITY DEVELOPMENT DEPARTMENT z WELDING DIVISION egGrFOFcN�r 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 - www.newoortbeachca.aov J (949) 644-3200 PRE -GRADE MEETING AGREEMENT DATE_ JOB ADDRESS: C o 3 -7 i �C9 /zT S- 7P_ L1/t%r' L 1. The grading plan check number for this site W/_4j2(S—DJD2and will be referred to in all reports, certifications and correspondence. 2. STOP ORDERS Whenever any work is being done contrary to the provisions of the City Codes, the Chief Building Official or his authorized representative may order the work stopped by notice in writing served on any persons engaged in the doing or causing such work to be done and any such persons shall forthwith stop such work until authorized by the Chief Building Official to proceed with the work 3. The stamped set of approved plans shall be on the job site at all times. 4. NOTIFICATION OF NONCOMPLIANCE If, in the course of fulfilling their responsibilities, the civil engineer, surveyor, the soils engineer, the engineering geologist or the testing agent finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Division. Recommendations for corrective measures, N necessary, shall be submilled to the Building Division for approval. 5. When import or export of materials is required, haul routes to and from the site shall be approved by the City Traffic Engineer and hauling procedures shall be in accordance with Chapter 15 of the Newport Beach Municipal Code (NBIYIC). Contractor shall use Best Management Practices (BMP's) to insure that a0 water quality issues are addressed. S. Between October 1 and April 30, erosion control BMP measures shall be in place. During the remainder of the year dry season wind erosion BMP's (dust control) shall be implemented. Sediment control BMP's shall be installed and maintained at all operational storm drain inlets intimal to the project BMP's to control off-site sediment tracking shall be implemented and maintained. Appropriate BMP's to prevent contamination of stormwat®r from construction activities shall be implemented. A "weather triggered" action plan and the ability to deploy BMP's to protect all exposed portions of the site within 48 -hours when the National Weather Service forecasts a 50% or greater chance of rain. 7. All fills shall be compacted throughout to a minimum of 90 percent compaction as determined by ASTM test method 1557 and approved by the soils engineer. Compaction tests shall be performed according to the preliminary soils report 8. All trench (including interior and exterior utility trenches) and retaining wall backfill shall be compacted throughout to a minimum of 90 percent relative compaction and approved by the soils engineer. 9. Whenever work on which required inspectiontlesting is covered by additional work without first being inspected/tested, the Chief Building Official shall require by written notice that the work be exposed for examination. The work of exposing and recovering shall not entail or be subject to expense to the City of Newport Beach and will be the sole expense of the Permittee. 10. Landscaping of all slopes and pads shall be in accordance with 15.10.130 of the NBMC. 11. Approved drainage provisions shall he used to protect adjoining properties during the grading operation. 12. The permittee or his agent shall notify the Building Division when the grading operation is ready for each of the following inspections: a PRE -GRADE MEETING When the permittee is ready to begin work, but not less than two days before any grading or brushing is started. b. DRAINAGE DEVICE INSPECTION After forming of terrace drains, down drains or after placement of pipe in subdrains, but before any concrete or filter material is placed. c. SPECIAL d. ROUGH GRADING When all rough grading has been completed, the rough grade report shall be provided to the Building Inspector at foundation inspection or sooner based on the Building Inspector's discretion. e. FINAL When all work, including installation of all drainage structures and other protective devices, has been completed and the as -graded plan, professional approvals and the required reports have been submitted. 13. All footing excavations, slab on grade areas and subdrains shall be inspected and approved by the Geotechnical Engineer or Engineering Geologist Written approval shall be submitted to the Building Inspector. 14. Prior to the start of grading, all permanent property comer monuments shall be in place. Prior to any foundation inspections, proof of recordation of the "comer record" or `record of survey" with the County of Orange shall be provided. 15. The undersigned acknowledge a copy of the above and agree to campy with the Grading Code of the City of Newport Beach, the recommendations of the project soils report and any special requirements of the permit 16. Prior to foundation inspection a Line and Grade Certificate Form must signed and stamped by the surveyor of record and submitted to the building inspector. A Structural Observation Report may be required. 17. All parties listed below must be present for the pregrade meeting unless approved by the building inspector. 18. All duplex construction requires separate utilities (sewer, water, gas, electrical, fire sprinkler risers). OWNER7CONTRACTOR:61/ iS mAefS DESIGN CPAL ENGR.: IOM R(kM I By:• , ; , By: Address: Address: II w �• �' Baa Telephone: f<10 OZZ• SzSS` Telephone: =�Iq' GEOTECHNICALENGINEER: C•bT)5V1 LW)WWr GEOLOGIST.: C0'A"ST L's€ -1tCTW1tnL By: COfkS-( Cil:O'(EC1t>,IC111 1NC• By: Address: Vim i'Utte_2rNAddress: 1-00 VJ- (UYIt/'eo-NwOV-7i+ m'C-• Telephone: - hA- 9) -to - V-11 Telephone: I- l k GRADING CONTR • ! hfi Qt1C11-V& COORDINATOR: By: �a.h Gt✓uf Address: Zy 31 S 4LA H e S+. SYS•. el�. 70 Ll Address: Telephone: _7ly 5'577-7901 Telephone: `NEWPORT: BEACH REPRESENTATIVE: INSPECTION REQUESTS: (949) 6443255 New Port Beach Construction Hours: Monday through Friday: 7:00 a.m. to 6:30 p.m. kiaturdays: 8:00 a.m. to 6:00 p.m'. No work on Sundays and Holidays i F."MPMgmde meeting agreement 6-18 PHONE #:—[, q`7" 3 Z L Z CORNER RECORD Agencylndex Document Number 201$•02$$ City of NEWPORT BEACH County of ORANGE , California Brief Legal Description LOT 7 OF TRACT NO 7027 MISCELLANEOUS MAP BOOK 264. PAG -1 CORNER TYPE Government Comer[:] Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation ® Units Metric ❑ ❑ Horizontal Datum Zone U.S. Survey Foot Epoch Date Date of Survey„. 11-22-17 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890.8902 PLS Act Ref: ® 8765 (d) ❑ 8771 ❑ 8773 ❑ Other: Corner! Monument: ® Left as found ❑ Found and tagged ❑ ® Established Reestablished ❑ ❑ Rebuilt Referenced ❑ Pre -Construction ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed ® See sheet #2 for description (s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land aveYor ' Act on SEPTEMBER 20, 2018 Signed -�� P.L.S. No. 5662 COUNTY SURVEYOR'S STATEMENT This Comer Record was received and examined and filed Signed Title— County Surveyor's Comment BPELSG-2016 P.L.S. or R.C.E. No. Pagel of 2 it BASIS OF BEARINGS H�BONNSIARERLINE OBAASEEEDDRTON THSHOWN 060.0Q'9"(06;16'52") NE�RN� pOd�i%�1 PLACE HAVING A BEARING OF L=32.99 32 89) N81'23'43"W PER TRACT NO. 7027, N1.tifi�- M.M. 264/9-15. 1" = 30' j 1.67 J MONUMENT NOTES 0.33' I Q ^ ji� nm (D FND. CRY OF NEWPORT BEACH WELL � ^ �; i MON. WITH BRASS DISK DOWN 1.00' PER ® 03 !!i R-1. 6ov 9 �2 FND. 3/4' I.P. WITH TAG, STAMPED "LS 3109" ON. 0.10' PER R-1. ^ �,� E0044 g n Q FND. LEAD, TACK & TAG STAMPED "LS 4653' NO REFERENCE, ON 1.00' OFFSET FROM PROP. CORNER. p Q,O'T 92 " ry ® 3/4' I.P.WITH TAG, STAMPED "LS 310 ---------- O 3109' ON. 0.10' PER R-1. � 5Q FND. CHISELED "X" NO REFERENCE, ON 1.00' OFFSET FROM PROP. CORNER. SET - ;aj o w LEAD, TACK & TAG STAMPED 'LS 5662".�ooj LICITn o a © FND. CHISELED "X" NO REFERENCE, ONIv 00 C. 1.00' OFFSET FROM PROP. CORNER. SET �a LEAD, TACK & TAG STAMPED 'LS 5662". ". m? ------------ limya 07 FND. 3/4" I.P. WITH TAG, STAMPED "LS � r; o t- 3109' DN. 0.20' PER R -i. Z�^ it70y g ® FND. CHISELED 'X" NO REFERENCE, AT Ip a B.C. ON PL SEi LEAD, TACK &TAG LOU 6 j z a STAMPED 'LS 5662". 09 SET 1" I.P. WITH TAG, STAMPED "LS LSOOST90 Imo 5662' ON 1.00' X 1.00' OFFSET FROM Q9 ' PROP. CORNER. N0836'17"E 156-371156.371 128.37'(128.37') 10 FND, 3/4" I.P. WITH TAG, STAMPED "LS b o 3109" ON. 1.00' PER R-1. c w LOT 7 n SURVEYORS BOUNDARY NOTE: N08.36'17"E 135,96'(135,96') (D rI THERE ARE NO CONFLICTS WITH LICIT p 28.00' EXISTING VISIBLE IMPROVEMENTS AND 0 11.81' 128.00, THE EXTERIOR BOUNDARY UNE :"^ (11.74) (DISTINCTIVE BOUNDARY) OF THIS MAP^o ® ^ AS ESTABLISHED HEREON. i v 6004 D rn � rn REFERENCES �� - PORT STIRLING_ R-1 = TRACT No. 7027, M.M. 264/9-15 — PLACE XX.XX' = MEASURED DISTANCE (XX.XX') = RECORD OR CALCULATED DISTANCE PER R-1 BPELSG-2016 Page 2 of 2 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 3300 Newport Boulevard I P.O. Box 1768 1 Newport Beach, CA 92658 www,newoortbeachca.gov 1(949) 644-3275 SETBACKS AND TOP OF SLABYLOOR ELEVATION CERTIFICATE The purpose of this certificate 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 building 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 or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. Engineer/Surveyor's Name Michael A. Forkert License # LS 5662 Engineer/Surveyor's Address 22311 Brookhurst St, Ste 203, H.B. CA 92646 Job Address 1837 Port Sterling Place Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 228.10' * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are ®, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is ®, is not ❑, per City a roved drawings. Describe any deviations from plans: _ _ 9/26/18 Date Fortes/Setbacksand7opotSlabElevationCert. PORT STIRLING PLACE WK11 20 U'/'1 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1(949) 644-3200 BUILDING HEIGHT CERTIFICATION Project street Address: 1837 Port Sterling Place Building Permit Number(s): 0739-2018 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 ® NGVD29 ® Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGES (3:12 slope or greater) 1. Approved elevation point of ridge is 256.43' and actual elevation point is 256.13' 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: M in compliance with the City -approved plans. compliance with the City -approved plans (Provide explanation). from the City -approved plans on the back of this form. 12/14/2018 [ Civil Engineer's* signature and seal Date stamp and signature required) * License number of 33965 or lower Fomts�Building height Certification I IW/16 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 CIVIL ENGINEER'S CERTIFICATION FORM From: Date: Forkert Engineering & Surveying, Inc. November 5, 2019 22311 Brookhurst St, Ste 203 Huntington Beach, CA 92646 ATTENTION: GRADING ENGINEER, BUILDING DIVISION GPC No.: 0739-2018 Tract/Subdivision/Lot No.: Rough: _Final: x Project Names: 1837 Port Stirling Place Owner/Developer: Mayo Family Trust Type of Project: Notes: _Tract: _ Drainage _ Commercial x Other Industrial Yardage for Project: 29 Cut: _ Borrow: 9Fill: _ Export: Notes: 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: ,X in conformance with, with the following changes to the approved grading plan. Description of Changes: Company: R Name: o ,i �q z (print) License No.: RCE 58627 N0.58627 EXP.1M1-: Q 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: T' Permit Number: .Z0 — 0 PO" � Property Owner: /6,eo Licensed Contractor: 4ole Ante `) Lic #: 161,1-f 71' 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: an 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 WSmoke 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 tho smoke alarms and carbon monoxide alarms are present and tested to be funonal ill the following locations: Signature: Date: #46/ NOTE: This self-certifyton nly 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. Forms\SmokeDetectorandCarbonMonoxideSelfCert 08/12/16 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 CONTRACTOR/PROPERTY OWNER SELF -CERTIFICATION DECLARATION FOR PLUMBING FIXTURE REPLACEMENT Project Address: Date: Permit#: X �201e °- C2702 The following is to be completed by the California licensed contractor or owner, participating in the City of Newport Beach Self -Certification Program. Ple av type or .nt. Installer's Name: 44, ac sa 9 License No (if applicable) Installer's Mailing Address: /OX3 �Phone # (required): fff i'z7. S �S Installer's Email 4'3Sric ^ p, a 5 , cd FAX #: Installer I certify that the installation is in compliance with applicable code requirements. I further affirm that I have reviewed and understand the requirements of the applicable 2013 California Green Code and Newport Beach Municipal Code (NBMC) Section 301.1.1 and that all self -certification reports submitted will be based on the code requirements contained therein. I declare that all plumbing fixtures subject to the NBMC 301.1.1 has been replaced meeting the low flow requirements: Kitchen faucets: 1.5 gal/minute at 60 psi Shower heads: 2.0 gal/minute at 80 psi Water closet: 1.28 gal/flush Faucets: maximum flow rate of 1.5 gal/minute at 60 psi, and minimum 0.8 gal/minute at 20 psi Date Property Owner (Requirt_d As the property owner of the project address noted above, I have read, understand and agree to participate in the Plumbing Fixture Replacement Self -Certification Program. I further understand that by participating in this program, the plumbing system will not be inspa c ed by a City of Newport Beach Building Inspector during construction or after installation unlesJre'ste The -wilding Division may request and reserves the right to verify code compliance after the installation is t Name Email This form must be completed and returned to the City of Newport Beach, Building Division, for a final approval of the combination permit. Please return this form to the Building Division by mail or fax. Please mail to: City of Newport Beach Phone: (949) 718-1888 Community Development Department Fax M (949) 644-3250 Building Division P. O. Box 1768 Newport Beach, CA 92658 Forms\Contractor-OwnerSelf-CertDeclaration-Plumbing Fixture Replacement 08/11/16 CITY OF NEWPORT BEACH X20ly-0902 Community Development Department I Building Division0837 Por -4 5fe5din5� 100 Civic Center Dr.1 P.O. Box 1768 1 Newport Beach, CA 92658 www.newoortbeachca.00v 1(949)644-3200 CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: `A37 O 41' R.GI 1/6 PERMIT NO.: 7«01A' (9Q0,2 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) `Franchise Hauler for Construction/Demolition Waste 6V VOC Contents Limitation P9 Formaldehyde Emissions Limitation l T-24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mach., Plumb.) ft7 T-24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mech., Y Plumb., HERS) Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MATERIAL (RESIDENTIAL CONSTRUCTION ONLY) I 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 • 1 certify under penalty of perjury, under the laws of the State of California, the information provided is true and correct. • 1 certify that the installed measures, materials, components, or manufactured devices identified on this certificate conform to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcing agency. Responsible Person's Name: 510 Avr,C�4crq r— Project Status Report Effective: 10/07/2019 11:27 1 of 21 'GE00tAAll *11F, A'1'ii�ltf'„ Energy Standards Code Year: 2016 Project Name: 1837 Port Stirling Place ■ ■ ■ Project Type: New Construction SFR Address: 1837 Port Stirling Place ■ City / State / Zip: Newport Beach / CA / 92660 L � Enforcement Agency: City of Newport Beach ❑ ■ ■ Permit Number: X2018-0902 Easy to Verify @ calcerts. corn HERS VERIFIABLE COMPLETE MEASURES: OVERALL STATUS: COMPLETE fcate o Com Trance Lis#s Re ufre Ener Features I R RNI pphN P ( Y. ,Yka+, F.i ,'h•, s..a &a$+rjG.nircs�'Po'.9�� 3k35tv.a vN .. ,�lrY e4,r„ „(„.,, . 1.! , -7,77777149 Certificate Type: Compliance Registered Form: CF1R-PRF-01 Registered Date: 03/21/2018 12:57 Registration 218-PO10081286A-000-000-0000000-0000 Number. Al�DI f1O IAL` ,, j ��y�r '.aw rY ScwYxmhmp{iarv. 'k!31'Efa 6La ii: }1f :$zu"(f}Jr4tl1 7 J5 le,i 7 ... ..v3.� aSe4 3 rm " uv✓J..u`+f..r" k 1..h Ia ..A .,.S a i! L1 ) x9YieYs4eit w. W7�g�stra �oo�m er �. ,y�tm�� F *�. x l �� - e v..,J CF1R-SRA-01 10/07/2019 218-PO1I0081286A-RO1001A (Solar Ready Area) 11:26 Jeremy Grissinger (GRISSINGER FINE HOMES) F2INFORMAT�ON Certificates of Instal d d action �Doournents , fie pipperp instal anon of re fired p,. H9 W¢r9eat 9Date� k POO Number' 8ysiem �, i Form � CF2R-ENV-01-E10/07/2019 218-PO10081286A-000-001-EO1001A-0000 (Fenestration Installation) 11:22 Jeremy Grissinger (GRISSINGER FINE HOMES) CF2R-ENV-03-E 10/07/2019 218-PO10081286A-000-001-EO3001A-0000 (Insulation Installation) 11:20 Jeremy Grissinger (GRISSINGER FINE HOMES) CF2R-LTG-01-E 10/07/2019 218-PO10081286A-000-001-LO1001A-0000 (Lighting) 11:20 Jeremy Grissinger (GRISSINGER FINE HOMES) CF2R-MCH-01-E 10/07/2019Jeremy 218-P010081286A-000-001-MO1001B-0000 (Space Conditioning 11.20 Grissinger (, Systems, Ducts and Fans) (GRISSINGER FINE HOMES) CF2R-MCH-20-H 10/07/2019 218-PO10081286A-000-001-M20002C-0000 System 1 OF 2 (Duct Leakage) 11:20 Jeremy Grissinger (GRISSINGER FINE HOMES) CF2R-MCH-20-H 10/07/2019 218-PO10081286A-000-001-M20003C-0000 System 2 OF 2 (Duct Leakage) 11:20 Jeremy Grissinger (GRISSINGER FINE HOMES) CF2R-MCH-23-H 10/07/2019 2 -PO 0081286A-000-001-M23002A-0000 System 1 OF 2 (Airflow) 11:20 singer (GRISSINGER FINE HOMES) HERS Provider: CaICERTS Inc. Project Status Report CaICERTS, Inc Effective: 10/07/2019 11:27 2 of 21 HERS Provider: CaICERTS Inc. CF2R-MCH-23-H 10/07/2019 218 -PO 0Grissinger8A-000-001-M23003A-0000 System 2 OF 2 (Airflow) 11:20 Jeremy(GRISSINGER FINE HOMES) CF2R-MCH-22-H 10/07/2019 000-001-M22002A-0000 218 -PO 0081 System 1 OF 2 (Fan Efficacy) 11:20 ngeA Jeremy(GRISSINGER FINE HOMES) CF2R-MCH-22-H 10/07/2019 218-P010081286A-000-001-M22003A-0000 System 2 OF 2 (Fan Efficacy) 11:20 Jeremy Grissinger 4 (GRISSINGER FINE HOMES) CF2R-MCH-27-H 10/07/2019 218-P010081286A-000-001-M27001A-0000 (IAQ and MV) 11:20 Jeremy Grissinger(GRISSINGER FINE HOMES) CF2R-PLB-02-E 10/07/2019 218-P010081286A-000-001-B02004A-0000 (SO HWS Distribution) 11:20 Jeremy Grissinger (GRISSINGER FINE HOMES) CF3R$NF�RMA7T�''� �ficatesofYe�if�a tion(Documents-t eVeriffithUdhof-HERSMeasure6) "F� ✓ F Y 8 stem_ 1 f Y H+ M: in 35k'Syd. r Fncm {of rn Y or 1c^ V ! fNTy yi'{ !% R ! £S U. 3. y Re�istrat�orf Number {^•a" I'll, .d s .arz., f+.,.a,.,A w ...e1.r ..�➢ Q F. i.+`. N a�� i 1mn.avli:.n:. 9..,.xu> s', txs_ . : m,.. . to ....,P �,� a � hr r CF3R-MCH-20-H 10/07/2019 System 1 OF (Duct Leakage) 11:25 Dan DeAngels86A-000-001-M20002C-M20E (Coast Aire) CF3R-MCH-20-H 10/07/2019 218-P010081286A-000-001-M20003C-M20E System 2 OF 2 (Duct Leakage) 11:25 Don DeAngelis (Coast Aire) CF3R-MCH-23-H 10/07/2019 218-P010081286A-000-001-M23002A-M23A System 1 OF 2 (Airflow) 11:25 Don DeAngelis (Coast Aire) CF3R-MCH-23-H 10/07/2019 218-P010081286A-000-001-M23003A-M23A System 2 OF 2 (Airflow) 11:25 Don DeAngelis (Coast Aire) CF3R-MCH-22-H 10/07/2019 218-P010081286A-000-001-M22002A-M22A System 1 OF 2 (Fan Efficacy) 11:25 Don DeAngelis' (Coast Aire) CF3R-MCH-22-H 10/07/2019 218-P010081286A-000-001-M22003A-M227 System 2 OF 2 (Fan Efficacy) 11:25 Don DeAngelis (Coast Aire) CF3R-MCH-27-H 10/07/2019 218-P010081286A-000-001-M27001A-M27A (IAQ and MV)11:25 Don DeAngelis (Coast Aire) HERS Provider: CaICERTS Inc. Progressive Insulation & Windows 9750 Topanga Canyon Blvd. Chatsworth, CA 91311 Office: 818-709.0988 Fax: 818-709-1088 License Number: 418046-C2/C17 t SNt,ft{ARA ., t,.,C M .,`.F r r i,,, r £+,£ j �7IN4,'t-' .i 4. t''Yra3'ly s'4 #'[ a. s ''r. ^,"£#4,E,` •.,,J,�Ld .? Foam/Air Sealant Foam/Air Sealant around windows & doors, ground floor base plates and plumbing/electrical penetrations through base and top plates only at exterior walls only. All Interior Walls Including Baths And Laundry R-13 Unfaced Fiberglass Batts Between Floors Exterior Walls Garage Ceiling Under Living Area Exterior Ceiling Customer: Grissinger Fine Homes Job Number: 350259 R-19 Unfaced Fiberglass Batts R-19 Unlaced Fiberglass Batts R-19 Unfaced Fiberglass Batts R-30 Unfaced Fiberglass Batts Job Address: 1837 Port Stirling Place Newport Beach CA 92660 Date Completed: 92 - OS- Ig Progressive In Builder Signature: 1A(-COurjT MA D S