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HomeMy WebLinkAboutX2016-4299 - MiscCITY 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 x2016-�zqq 5499 Seawaf-j RA PRE -GRADE MEETING AGREEMENT DATE: �I 60 17 JOB ADDRESS: L✓ I �a'� 1. The grading plan check number for this site is and 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, if necessary, shall be submitted 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 (NBMC). Contractor shall use Best Management Practices (BMP's) to insure that all water quality issues are addressed. 6. Between October "1*and April30; 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 atl operational storm drain inlets internal to the project. BMP's to control off-site sediment tracking shall be implemented and maintained. Appropriate 13MP's` to. prevent contamination of stormwater from construction activities shall be implemented. A "weather trigdered": 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 inspection/testing 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 be 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. 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 corner monuments shall be in place. Prior to any foundation inspections, proof of recordation of the "corner 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 comply 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. OWNER/CONTRACTOR: Fee Cke4rlom 1W By: ' e' > p� ) n Address: W .% ti IJIUO! so;0I I Telephone: /� Aj 63 9'0036 6,545 z GEOTECHNICAL ENGINEER: 7aNdA. PVrI(ta ►L By: Mtn Lln.ictc Address: Telephone: L -T` P1) si c>' f::,&g . GRADINGCONTR.: F,reC2eaT%ON By: Address: Telephone: NEWPORT BEACH REPRESENTATIVE:_ INSPECTION REQUESTS: (949) 644-3255 Newport Beach Construction Hours: Monday through Friday: 7:00 a.m. to 6:30 p.m. Saturdays: 8:00 a.m. to 6:00 p.m. No work on Sundays and Holidays Fomrslpregrade meeting agreement 8-12 P- C taC. DESIGN CIVIL By: l7avij E�hJ,YIN�GpR�.�: R� Qr 1 No Address:Aw t7 C', wV . Telephone: Ci44-OF- 4+g7 ,e,&ev,— GEOLOGIST.: By: tart. Ite, Lht6c%l! Address: 30f Ile' C"-441 Af 1 iW4 Telephone: (114'C)414.3 1 COORDINA By: Address: Telephone: PHONE From: I I(ITY 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 .M ATTENTION: GRADING GPC No.: Project Names: Owner/Developer: ENGINEER'S CERTIFICATION FORM Date: - PgE- I7, 2otq BUILDING DIVISION TracVSubdivision/L,ot No.: Wdlarti Crw Rough; ,_,_,Final: X Type of Project: Tract: I Drainage Commercial ,Other _ Industrial i Yardage for Project: Cut: Borrow: _Fill: --4 Export: Notes: I hereby approve the grading for this project in accordance with my responsibilities under the City Grading Code. I have inepeoted the project and haraby caairy that an arca, w "112,t poaldve surface flow to public w or CI a completed: x City PProved drainage devices. The grading has been changes to the appro"`"— in conformance with, with the following grading plan. Description of Changes: Company: Name: License G elviv �Z:.wCITY OF NEWPORT BEACH 1T-" '�'r �: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92668-8915 www.newl2ortbeachca.gov (949) 644-3200 SETBACKS AND TOP OF SLAB/FLOOR 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 oms. 24(48 Engineer/Surveyor's Address Job Address 541 S LyA- m n Pct ' Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 110.00 x(025 * 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)4 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 approved drawings. Describe any deviations from plans: n flo, 2460 Jam Date Engineer ur eyces stamp and signitivA Exv, Forms/SetbacksandTopot5labElevationCert. 4 01w'00"'� CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION rt: , 100 Civic Center Drive I P.C. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1(949) 644-3200 SETBACKS AND TOP OF SLAB/FLOOR 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 Engineer/Surveyor's Address License # OU4154 24WO8 EONA DSL MAR. GA 7ohAddress 5441 -SLva.wI r4t7 Pp Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 101-00 * 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 area, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) any deviations from plans: AM ,21, 201-7 Dates Forms/SetbacksandTopotStabE)evat is 0, is not ❑, per City approved drawings. Describe I 6I SVTVK. I 6.2D' I O I �w rn r =� --_ =1 A 55AWAr,�D P� D ii �a b �tiI �g 55AWAr,�D P� D CITY OF NEWPORT BEACH \� COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION r i, rs,�tKta�° 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92668-8915 www.n@wD0-rtbeachoa,Qoy 1 (949) 644.3200 SETBACKS AND TOP OF SLAB/FLOOR 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 PETS J, l7 CA License# 0:48, 94 (48 Engineer/Surveyor's Address Job Address Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 1 O (. d O * 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 areg are not 0, per City approved plans. Describe any deviations from plans: __ I certify that top of slab/floor elevation(s) is,)9, is not 0, per City approved drawings. Describe any deviations from plans: .-Det- is, 2010?Dat— e Forms/SetbacksandTopotSlabHlevatiI 1.. : r k�� POST CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT u BUILDING DIVISION r 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newportbeachce.gov 1(949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address: 5401 Soxw S `RD Pi 10 Building Permit Number(s): As the surveyor of record for the project at the above address, I hereby certify that I have reviewgd the City of Newport Beach approved plan and original topographic survey and based the elevations ilisted below on those plans. i 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 p4ns. 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 _l ---••-•• r..,:—ro uaseu vn: 1 1 NAVDaB u NGVD29 O Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGE(3:12 slope orgrg161125. t0 enax aterJ (1p4.9(0+- 0.08 -125.04) 1. Approved elevation point of ridge is (29.04 and actual elevation point is 11215.04 Fir"i Xse4t 2. Approved elevation point of ridge is.,tZ9.04 and actual elevation point 124.65 �.�bk R;I'�I�t 3. Approved elevation point of ridge is 12 . 6 and actual elevatlo nt 12 .6 FLAT ROOFS, PARAPETS AND GUARDRAILS (ioIt �1'r hQpf M24) in eltV la"show". 1. Approved elevation point of flat roof or parapet is 125 0and actual elevation point is 2. Approved elevation point of fiat 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: OIS in compliance with the City -approved plans, OIS NOT in compliance with the City -approved plans (Provide explanation). Please describe any deviation from the City -approved plans on the back of this form. ' i t.'LJC--' ! t.5 ' 2016 Su eyor or Civil Engineer's* signature and seal �Y"``` �g�O s. i% at@ (Wet stamp and signature required) .4 wy 9 ) No. $4GGf( '' ;( License number of 33965 or lower E�,,.��1,,,.,. ;tQ(ry( d �•lp. Fomta\Boilding Haight C.nifieetion 11/02/16 ok��W�plr CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT u• )+rb BUILDING DIVISION 100 Civic Center Drive 1 P.0, Box 17681 Newport Beach, CA 92658-8915 Cq<rppn�sP www.newportbeachca.gov 1 (949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address:.. 5.01 SEP•Womo Is; d Building Permit Number(s): As the surveyor of record for the project at the above address, 1 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. each critical ridge and flat roof, or roof deck railing elevations indicated on the approved pins. 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. Ali elevation points are based on:NAVD88 O NGVD29 O Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails. Additional elevation points may be requested by the Building Inspector. RIDGES (3:12 slope or greater) 1. Approved elevation point of ridge is 125.04 and actual elevation point is 125.04 FNp i Xiie4 2. Approved elevation point of ridge is 15..04 and actual elevation point is 124_.68 F�xk Ri 3. Approved elevation point of ridge is 1"23.411110 and actual elevation point is 123.63 &Ek F;i� FLAT ROOFS, PARAPETS AND GUARDRAILS 1. Approved elevation point of flat roof or parapet is t25.0Aend actual elevation point is TZ 5.0 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: OIS in compliance with the City -approved plans, OIS NOT in compliance with the City -approved plans (Provide explanation). Please describe any deviation from the City -approved plans on the back of this form. `1_ S -)7-1 ayoAor Civil Engineer's* signature and seal (Wet stamp and signature required) * License number of 33965 or lower Forma\Building HaigM1[ Cartifinetion 11/02/16 M 1?, 2016 -' — ate Na. 248& CORNER RECORD Document Number_ 2017 -XM City of NEWPORT BEACH County of ORANGE California Brief Legal Description LOT 105 OF TRACT NO. 1237 M M 40 19-20 CORNER TYPE Government Carver ❑ Control ❑ Meander ❑ Property ED Rancho ❑ Other ❑ Date of Survey JULY, 2017 COORDINATES (Optional) N. E. Zone NAD270 NAD83❑ NAD83 Epoch Elevation Vertical Datum: NGVD29❑ NAVD88Q Units: Metric❑ Imperial❑ U.S. Survey❑ Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished IM Rehiiiir n Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish 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 FESS7 This Corner Record was prepared by me or under my direction in conformance with tE 1 DU c the ProfessiI Land Surveyors' Act on JULY 06. 2017 No. 24668. Signed_. �' • ` P.L.S. or R.C.E. No. R.C.E. 24668 a=adz 31 c/m. i COUNTY SURVEYOR'S STATEMENT F AL This Corner Record was received Received examined and filed Signed P.L.S. or R.C.E. No. AUG 04 2017 Title OC Survey County Surveyor's Comment 2007 Page 1 of 2 3 Received AUG 04 20 $` yv LOT 104 OC Su y V / NO SCALE 96.30' t ` 2 LOT 107 1 30.63' N 2 LOT 106 275.00' 30.12' 60.00' .moi , ,, . 1 V I.I VI. 4 .-. /, Cl, 'r'.;)/ 1 - ". U V ' D � r J 7 M < + LOT 105 Document Number 2017-XXXX �� a �OS� BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SEAWARD ROAD BEING N 12'23'15"E AS SHOWN ON TRACT MAP NO. 1237, M.M. 40/ 19-20 NOTE: ALL BEARINGS AND DISTANCES SHOWN 1y ARE MEASURED AND RECORD PER 2sj TRACT NO. 1237 M.M. 40/19-20, UNLESS OTHERWISE NOTED. CURVE DATA: CURVE $` yv LOT 104 A ' V / � 300.00' 96.30' 186.36' 2 11'39'38" LOT 103 .o 30.63' 61.05' 2 12'30'00" 275.00' 30.12' 60.00' LOT 102 , ,, . 1 V I.I VI. 4 .-. /, Cl, 'r'.;)/ 1 - ". U V ' CURVE DATA: CURVE DELTA RADIUS TANGENT LENGTH 1 35'35'35" 300.00' 96.30' 186.36' 2 11'39'38" 300.00' 30.63' 61.05' 3 12'30'00" 275.00' 30.12' 60.00' 4 03009'35" 275.00' 7.58' 15.16' 5 19'34'00" 325.00' 56.04' 110.99' 6 10.35'00" 325.00' 30.10' 60.03' NOTE: SEARCHED CENTERLINE B ALL PROPERTY CORNERS IN BLOCK, FD. NOTHING, SET NOTHING, UNLESS OTHERWISE NOTED. 1 LOT 177 L2 N ^ LOT 178 U V U u - LINE DATA: Una Bearing Distance - 1 N 86.37'40"E 25.56' 25' 2 N 84'01 20% 25.03' 25 4 (N 13-01-04-W) (14.24') O M I ^ MONUMENT NOTES: o� Q ED—FD L k TAG L.S. 4653 IN CURB PER C.R. 2007-1500, FLUSH, ACC. AS S 78'22'05"W 6.00' FROM PROP. COR. �= a—FD. 1" I.P. TAG ILLEG., NO REF. CORNER (DWN. 0.4') ACC. AS PROP. eN �W 3❑—FD NAIL do TAG RCE 24668 IN CURB, PER m Q' C.R. 2007-187, FLUSH, ACC. AS aW y, S 76'57'15"E 6.50' FROM PROP. COR. 2 ro ®—FD. 1" I.P. ✓k TAG R.C.E. 24668 PER (DWN. 0.1') ACC. AS N QW PROP?C007-187 CR201NCCNAP .07-87,ASROP. UNE B.C. z a ©—SET NAIL d[ TAG RCE 24668 IN CURB ON U PROP. UNE PROD. 8.25' FROM PROP. COR. FITS OCCUP. LINE ' 7�—SET 1" I.P. T.4GGED RCE 24668 2.00 BY 2.00 OFF PROP. COR. FOR CONSTR. PURPOSES ®—FD. NAIL & TAG L.S. 8516 IN CURB PER C.R. 2014-1315 ACC. AS S 6T4445"W 6.50' (S 66.47'49"W 6.50) FROM PROP. COR. E--FD.I TAGTOP FENCE PER S. 200448125, R 9.BF 200/49'.... ACC. AS PROP. COR. ( ) — INDICATES RECORD (OR CALC'D FROM RECORD)/DgATZOPER TRACT NO. 1237, —FOUND MONUMENT AS NOTED Page 2 oft ❑ —SET MONUMENT AS NOTED SEW PORT CITY OF NEWPORT BEACH u 1;.� " i COMMUNITY DEVELOPMENT DEPARTMENT c'141P09 N`P BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newoortbeachca.gov (949) 644-3200 Structural Observation Report Project Address: 549 SEAWARD DR, ReportDate: 07-12-18 CNB Inspector Name: CNB Permit#: NEWPORTBEACCA -- ------ H. DATE OBSERVED 0 Conventional Footin s $ Slab. 0 Concrete Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check M Full Name of Structural Observer (SO): SO E -mall Address: SO Telephone #: SO License I Reg, #: FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 PI FAQ= udnle`ATF QTDI ICTI IDAI CI CRAC\ITQ A\IA rAY\rCnTlnArC nOQOOVCn ,----- , FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS FloodRoof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED 0 Conventional Footin s $ Slab. 0 Concrete ❑ Steel 0 Concrete ALL VISIBLE FRAMING MEMBERS;HARDWARES 07-12-18 0 Mat Foundation,. 0 Masonry 0 Concrete 0 Steel Deck AND SHEAR WALLS Prestressed Concrete 0 Caissons, Piles, 0 Wood or Menuf. 0 Masonry 0 Wood Grade Beams Shear Panels O Other. 0 Other: 0 Other: 0 Other. 0 ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. 0 OBSERVED DEFICIENCIES AND COMMENTS:. NO DEFICIENCIES Cl REPORT CONTINUED ON ATTACHED PAGES. 0 FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 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 ofple, structural systems by the City of Newport Beach, Building Division. O QR FESS/, ��OFP9 �t' N 30 20 Op CAL\F 07-12-18 STAMP OF STRUCTURAL OBSERVER ........ V STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIR"WAEMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. F—.\S1..u.10 w11.1 Wt,.MLmmnMnv X2016 -4M CITY OF NEWPORT BEACH 5-14`7 Swward 1?, 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: 549 SEAWARD DR, Report Date: 05-16-18 CNB Inspector Name: CNB Permit #: NEWPORT BEACH.CA DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete Building Owner Name: Owner s Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License /Reg. #: FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 PLEASE INDICATE STRUCTURAL ELEMENTS chin rnNNFr.TInnls ncrsccvcn 4 FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete EXTERIOR SHEAR WALLS & ROOF SHEATHING 05-16-I8 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams 11 Wood or Manuf. Shear Panels ❑ Masonry ❑Wood ❑ Other: ❑ Other: ❑ Other: IT Other: ❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: NO DEFICIENCIES ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents. and all o6cervad daflnlannlae u.rara ..-#.A 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 acceptanr,�of the structural systems by the City of Newport Beach, Building Division. � D, OBSERVATION Fnm ,Stn,clnnlObservatioii cpon&Instructions 05-16-18 J I ANIY V r J 1 KUU I URAL OBSERVER FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. 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: 549 SEAWARD DR, ReportDate: 01-26-18 CNB Inspector Name: CNB Permit#: NEWPORT BEACH.CA DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete Building Owner Name: Ovmers Mailing Address (if different from site); Owners Telephone #: CNB Plan Check # Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone M SO License I Reg. #: FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 nr oecc rkrnrrATc STRLrrTIiRAI FI FMFNTS 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 FOUNDATION DIMENSION & SLAB REINFORCEMENT 01-26-18 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ANCHOR BOLTS & HOLDOWNS ❑ 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: NO DEFICIENCIES ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: Tti_ �....,.....e ..e..—Miw enmniinc with tho annrovnd 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 othe structural systems by the City of Newport Beach, Building Division. FormSSVuauralOW crvalio�R ryotl8lnslmctions 01-26-18 STAMP OF STRUCI URAL UtlStNVILK BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. 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.aov 1 (949) 644-3200 Structural Observation Report Project Address: 549 SEAWARD DR, NEWPORT BEACH.CA ReportDate: 12-18-17 CNB Inspector Name: CNB Permif #: 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 #: SO License / Reg. M FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 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 FOUNDATION DIMENSION & REINFORCEMENT 12-18-17 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ANCHOR BOLTS & HOLDOWNS ❑ 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: NO DEFICIENCIES ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. 1 am the licensed design professional retained by the owner to be in responsible 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. A _ 12-18-17 J ]AMN Uh J I KUL; I URAL UtlStKVER OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NFWPnRT RFACH FormSStrucmm[ObservationRepon&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: 549 SEAWARD DR, NEWPORT BEACH.CA ReportDate: 10-18-17 CNB Inspector Name: CNB Permit #: Building Owner Name: Owners Mailing Address (if different from site); Owners Telephone M CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. P FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED it Conventional Footin s & Slab El Concrete El Steel ❑ Concrete SLAB REINFORCEMENT 10-18-17 ❑ 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: NO DEFICIENCIES ❑ 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 acceptancf the structural systems by the City of Newport Beach, Building Division. Af— / I' — - 10-18-17 fo,ms\StmewrzlObscrvmimiftcpon&Ins�mcsians STAMP OF STRUCTURAL OBSERVER INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. 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.aov 1 (949) 644-3200 Structural Observation Report Project Address: 549 SEAWARD DR, NEWPORT BEACH.CA ReportDate: 09-28-17 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO license /Reg. #: FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 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 BASEMENT WALL 09-28-17 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck TOP OF WALL HARDWARE 09-28-17 ❑ 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: NO DEFICIENCIES ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. 1 am the licensed design professional retained by the owner to be in responsible 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 acceptanc�ee of the structural systems by the City of Newport Beach, Building Division. //,, 09-28-17 Farm.{3lruanralObservaionRepon&Insvnaiom STAMP OF STRUCTURAL OBSERVER BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www.newportbeachca.gov ( (949) 644-3200 Structural Observation Report Project Address: 549 SEAWARD DR, ReportDate: 09-15-17 CNB Impactor Name: CNB Permit NEWPORT BEACH.CA DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete Building Owner Name: Owners Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check it. Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #. FADY HAKIM FADYHAKIM@FMHENGINEERIN.COM 949-245-8000 C-75736 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 FOUNDATIONS DIMENSIONS 09-15-17 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete D Steel Deck REINF. ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry D Wood ANCHOR ❑ Other. ❑ Other. ❑ Other. LI Other. ❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: NO DEFICIENCIES D 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 knovtedge: 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 accepts of the structural systems by the City of Newport Beach, Building Division. // 4 �rums�wiasot�.c0vzi�onnw�nffismm�comn 09 -fly -17 S I AMY 01- S I KUk: h URAL (A SERVER REQUIREMENTS FOR BULLDMG BISPECTION BYAUTRORIZED EMPLOYEES OF THE CITY OF IMBIOMT BEACH. e CALGREEN DOCUMENTATION COMPLIANCE CERTIFICATION ADDRESS: 547 PERMIT NO.: THIS FORM SHALL BE COMPLEt'ED AND SIGNED PRIOR TO REQUEST FOR FINAL BUILDING INSPECTION. ONE COPY OF THIS FORM SHALL BE SUBMITTED TO THE BUILDING INSPECTOR AT FINAL JINSPECTION AND ONE SHALL BE PROVIDED TO THE BUILDING OWNER AS PART OF THE CAL GREEWCERTIFICATION PACKAGE. r The following section shall be completed by a person with overall responsibility for the planning and design portion of the project. REQVIRED DOCUMENTATIONS PROVIDED TO THE PROPERTY OWNER(S) ®' Franchise Hauler for ConstructionlDemolitlotr Waste (65°/6 min. reuse of nonhazardous waste) A VOC Contents Limitation Formaldehyde Emissions Limitation T-24 Energy Certificate of Installations (Env., QII, Lighting, Photovoltaic, Mach., Plumb.) T-24 Energy Certificate of Verifications or Acceptance ( Env., QII, Lighting, Photovoltaic, Mach., Plumb., HERS) Operations and Maintenance Manual MOISTURE CONTENT OF BUILDING MPITERIAL (RESIDENTIAL CONSTRUCTION ONLY) • RS f certify that the moisture content of the wall and floor framing is less than 19 percent as fs+-letermined in accordance wiv 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, iipproved by the enforcing agency. its Signed: �Awreen Documentation Compliance Cert Form 1-2017 i�c'?Xo�.v % I Project Status Report CaICERTS, Inc Effective: 09/13/2019 11:20 1 of 3 EL p 4 pry x -, �m.ttk,!.�`!X,.,F.+„bh, ��4s 7� Energy Standards Code Year: 2013 Project Name: 549 Seaward Road ■ ■ Project Type: New Construction SFR ■ Address: 549 Seaward Road ■ City / State / Zip: Corona del Mar / CA / 92625 L 1 Enforcement Agency: City of Newport Beach ■ ■ ■ Permit Number: X2016 4299 Easy to Verify @ caicerts.com HERS VERIFIABLE COMPLETE MEASURES: OVERALL STATUS: COMPLETE ��MFOTA O' ett� icafe of Comp(iance Lists RequFred Energy'FeatuEeA) ', Certificate Type: Compliance Registered Form: CFIR-PRF-01 Registered Date: 07/24/2018 10:37 Registration Number: 216-NO465454B-000000000-0000 ONAL�CF7 •i^ b idf6 2' �d C `Sk } r71 1 ® . 12 �SyMtern p k Reg fere l�l d Na$ 9 . Y s ��` , t CF1R-SRA-01 (Solar Ready Area) 08/26/2019 23:27 217-NO259721A-000000000-0000 y{NFOR MATIO CetIFca Es of Installation Documents the p er install to mon of requed featuresT " � � Sys tem Form % ' 601sxereiJ Regrstration Mumber Date #e _ CF2R-ENV-01-E 08/27/2019 216-NO465454B-EO100001A-0000 (Fenestration Installation) 00.16 BEN KISLER (FREE CREATION INC) CF2R-ENV-02-E 08/27/2019 216-NO465454B-EO200001A-0000 (Envelope Air Sealing) 00:16 BEN KISLER (FREE CREATION INC) CF2R-ENV-03-E 08/27/2019 216-NO465454B-EO300001A-0000 (Insulation Installation) 00:16 BEN KISLER (FREE CREATION INC) CF2R-ENV-04-E 08/27/2019 216-NO465454B-EO400001A-0000 (Roofing -Radiant Barrier) 00:16 BEN KISLER(FREE CREATION INC) CF2R-ENV-21-H 08/27/2019 216-NO465454B-E2100001A-0000 (QII-AIS-Batt, Loose Fill, and SPF) 00:16 BEN KISLER (FREE CREATION INC) CF2R-ENV-22-H 08/27/2019 216-NO465454B-E2200001A-0000 (QII-Air Infiltration Sealing) 00:16 BEN KISLER (FREE CREATION INC) CF2R-ENV-23-H 08/27/2019 216-NO465454B-E2300001A-0000 (QII-Installation) 00:16 BEN KISLER (FREE CREATION INC) CF2R-LTG-01-E 08/27/2019 216-NO465454B-LO100001A-0000 (Lighting) 00:16 BEN KISLER (FREE CREATION INC) HERS Provider: CaICERTS Inc. Project Status Report CaICERTS, Inc Effective: 09/13/2019 11:20 2 of 3 HERS Provider: CaICERTS Inc. CF2R-MCH-01-E 08/27/2019 216-N0465454B-M010000IA-0000 (Space Conditioning Systems, 00:16 BEN KISLER Ducts and Fans) (FREE CREATION INC) CF2R-MCH-20-H 08/27/2019 216-N0465454B-M2000002A-0000 System 1 (Duct Leakage) 00:16 BEN KISLER (FREE CREATION INC) V CF2R-MCH-20-H 08/27/2019 216-N0465454B-M2000003A-0000 System 2BEN (Duct Leakage) 00:16 KISLER (FREE CREATION INC) (f CF2R-MCH-23-H 08/27/2019 216-N0465454B-M2300002A-0000 System 1(Airflow)00:16 BEN KISLER (FREE CREATION INC) CF2R-MCH-23-H 08/27/2019 216-N0465454B-M2300003A-0000 System 2BEN (Airflow) 00:16 KISLER (FREE CREATION INC) CF2R MCH -22-H' 08/27/2019 216-N0465454B-M2200002A-0000 BEN KISLER System 1 (Fan Efficacy) 00:16 (FREE CREATION INC) CF2R-MCH-22 H 08/27/2019 216-N0465454B-M2200003A-0000 System 2 (Fan Efficacy) 00:16 BEN KISLER (FREE CREATION INC) CF2R MCH -26-H 08/27/2019 216-N0465454B-M2600002A-0000 System 1 (Rated Equipment) 00:16 BEN KISLER (FREE CREATION INC) 216-N0465454B-M2600003A-0000 System 2 CF2R-MCH-26-H 08/27/2019 BEN KISLER (Rated Equipment) 00:16 (FREE CREATION INC) CF2R-MCH-27-H 08/27/2019 216-N0465454B-M2700001A-0000 (IAQ and MV) 00:16. BEN KISLER (FREECREATION INC)- 216-N0465454B-B0200004A-0000 CF2R-PLB-02-E 08/27/2019 BEN KISLER (SD HWS Distribution)- 00:16 (FREE 'CREAT -ION INC) 3 •1M - $[e t y ,,' iea iida^"3±icx�e! C k91st�Sac� c�mm�e �t� w '.�t 3F:x'ksR`4 ,- xi�it°s. r 08/27/2019 216-N0465454B-E2100001A-E21A CF3R-ENV-21-H (QII-AIS-Batt, Loose Fill, and SPF) 00:17 John Kwan (J.K. Air Balancing & Duct Testing) CF3R-ENV-22 H 08/27/2019 216-N0465454B-E2200001A-E22A (QII-Air Infiltration Sealing) 00:17 John Kwan (J.K. Air Balancing &Duct Testing) CF3R-ENV-23 H 08/27/2019 216-N0465454B-E2300001A-E23A (QII-Installation) 00:17 John Kwan (J.K. Air Balancing &Duct Testing) CF3R MCH -20-H 08/27/2019 216-N0465454B-M2000002A-M20A System 1 (Duct Leakage) 00:17 John Kwan (J.K. Air Balancing & Duct Testing) CF3R-MCH-20 H 08/27/2019 216-N0465454B-M2000003A-M20A System 2 (Duct Leakage) 00:17 John Kwan (J.K. Air Balancing &Duct Testing) CF3R-MCH-23-H 08/27/2019 216-N0465454B-M2300002A-M23A System 1 (Airflow) 00:17 John Kwan (J.K. Air Balancing &Dud Testing) CF3R-MCH-23-H 08/27/2019 216-N0465454B-M2300003A-M23A System 2 (Airflow) 00:17 John Kwan (J.K. Air Balancing & Dud Testing) CF3R-MCH-22-H 08/27/2019 216-N0465454B-M2200002A-M22A System 1 (Fan Efficacy) 00:17 John Kwan (].K. Air Balancing &Dud Testing) HERS Provider: CaICERTS Inc. Project Status Report Ca10ERTS, Inc Effective: 09/13/2019 11:20 3 of 3 System 2 CF3R-MCH-22-H 08/27/2019 John K16-NOwan 4548-M2200003A-M22A (Fan Efficacy) 00:17 (J.K. Air Balancing &Duct Testing) System 1 CF3R-MCH-26-H 08/27/2019 John K16-NOwan 4548-M2600002A-M26A (Rated Equipment) 00:1741 (J. K. Air Balancing & Duct Testing) CF3R-MCH-26-H 08/27/2019 216-NJohn System 2 (Rated Equipment) 00:17 wan Kwan 4 (J.K. Air Balancing & Duct Testing) CF3R-MCH-27-H 08/27/2019 216-NO465454B-M2700001A-M27A (IAQ and MV) 00:17 John Kwan j (J.K. Air Balancing & Dud Testing) HERS Provider: