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Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 FIRE SPRINKLER NFPA 13D SYSTEM ROUGH INSPECTION CHECKLIST _._ YES NO I. Riser Construction and Location Aooroval a. Drain valve ❑ b. Backflow device (single check) ❑ c. Bell activation device ❑ d. Inspector's test valve N ❑ e. Riser sized per approved plans 2. Pressure Test a. System tested at operating pressure for 2 hours ❑ b. Pressure gauge installed JN ❑ 3. Sprinkler Heads shall not be installed in the fittings prior to the fittings being cemented in place (temporary test plugs) a. Installation and spacing of temporary test plugs ❑ 4. Piping a. Material installed per plan ❑ b. Hangers per codes/prevent upward movement ❑ c. All CPVC piping shall be installed by persons who have been ❑ certified by the manufacturer for installation of CPVC piping d. Piping protected from damage ❑ 5. Bell a. Wiring installed per code ICI ❑ b. Boxes Installed at proper locations �� ❑ NOTE: CPVC plastic pipe in the garage shall not be exposed. Sprinklers that are listed as "Quick Response" or "Residential" must be used. CORRECTIONS AND NOTES: FIRE SPRINKLE FPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERMIT#: _1' BY: DATE: Forms\Fire Sprinkler NFPA 13D System -Rough Inspection Checklist 05/12/2015 WP°�,. CITY OF NEWPORT BEACH OAk � Qq COMMUNITY DEVELOPMENT DEPARTMENT ° BUILDING DIVISION °+crao100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1(949) 644-3200 FIRE SPRINKLER NFPA 13D SYSTEM FINAL CHECKLIST (RESIDENTIAL) Y NO 1. Water meter proper size El 2. Fire sprinkler system installed per the approved plans 3. All construction covers removed from sprinkler heads 21/ ❑ 4. Cover plates are NOT to be installed, but shall be available on the jobsite Z/ ❑ 5. All tape and paint removed from sprinkler heads ❑ 6. Finish trim installed around sprinkler heads ❑ 7. Proper signage posted at all required locations ❑ 8. Flow test conducted and bell tested ❑ 9. Location of inspector's testing valve in approved location ❑ SYSTEMS: / 10. Clearances around sprinkler heads and riser - no obstructions ® ❑ 11. Operating pressure gauge installed at riser showing proper water pressure / ❑ 12. Back flow preventer installed [,fir/ ❑ 13. System installed per manufacturers specifications ®� ❑ NOTES: FIRE SPRINKLER NFPA 13D SYSTEM FINAL APPROVED: In PERMIT #: BY: DATE: S `O Farms\ Fire Sprinkler NFPA 13D System -FINAL Checklist RESIDENTIAL 05/12/201S CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 926588915 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 IQOA) .NiEDGWA License# LS g1v5 3 Engineer/Surveyor's Address 2.30/6 l 4400 pme31- P010 (k # W? - &4GLNa 110k" Job Address 2338 /FR $VTZ--S STIR ct% Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: /61, yt f Wf- j ;S'701 4e * 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) any deviations from plans: to tv -/p- Date Forms/SetbacksandTopotSlabElevationCert. is 11, is not ❑, per City approved drawings. Describe KVI\SDEMgZ~OAw Engineer/Surveyor's stamp and signatu yj K k4t� p66 Q a °o J L� 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: 2338 Arbutus Street Report Date: June 20, 2019 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Donato & Julia Pilla 714.235.1789 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: Yaser Salem YSalem@TDS-AE.com 949.378.5842 S 4902 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: 1N Other: Rou h Framing9 Whole house & Gara e 06119119 ® 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. t" 05-10.19 DATE pFtOFESgjO F� Ft S. (9� S 4902 Z EX. 12/31 /20 *�j9TTj�UCI\k �P FOF CAL�FO STAMP OF STRUCTURAL OBSERVER DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Forms\Stmaura]ObservationReport 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.crov 1 (949) 644-3200 Structural Observation Report Project Address: 2338 Arbutus Street Report Date: May 10, 2019 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check #: Donato & Julia Mile 714-235.1789 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: Yaser Salem YSalem@TDS-AE.com 949.378.5842 S 4902 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ® Wood Floor Sheating 05/09/19 ❑ Other: ❑ Other: ❑ Other: ❑ Other: 00 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. \LV- 05•10.19 SIGNATURE OF SiT)2UCTURAL OBSERVER OF RECORD DATE S 4902 Ek.12/31/20 STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Foams\Src Mra ObservatioMVon&Iwrc ctiom 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: 2338 Arbutus Street Report Date: May 10, 2019 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone#: CNB Plan Check #: Donato & Julia Pills 714-235.1789 Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License / Reg. #: Yaser Salem YSalem@TDS-AE.com 949.378.5842 S 4902 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check aaolicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ® Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood Whole House & Garage 05/09/19 ❑ Other: ❑ Other: ❑ Other: ❑ Other: IM 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, 05.10.19 SIGNATURE OF T UCTURAL OBSERVER OF RECORD DATE QROFESS/ S 4902 z EX.12/31/20 �9T TR�C T URPR�'P FOF CAUFO STAMP OF STRUCTURAL OBSERVER RTRIInTIIRAI ORSFRVATION nnFS NOT WAIVE ANY 9Po111RPMPNTR FOR RI III nimr. INSPFCTInN RV Al ITWnP17Fn FMPI nVFFS OF THE MTV OF NFWPnRT PrWW For s\S Mral() smatioAWorc&L =ctiou 1 ri COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 uv_vti+ » rrhF ichc. l (Jnv 1 (949) 644-3200 Structural Observation Report Project Address: 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): SO E-mail Address: SO Telephone #: SO License / Reg. #: 8,5842 S 4902 PLEASE INDICATE STRUCTURAI FI FMFNTS AND Cr)NNFCTInNC f1RRFRVFI) /rhnr4 annl:rn6ln 1,....vet FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED x❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: El 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. SIGNATURE OF STRUCTURAL OBSERVER OF RECORD GArE K3 r f �t >. N� 40"') rt ' .y 17f3.1 i8 R� =o n � F�F CFaL1Fv . STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECT ON BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Fmm��,n.vannohatirotlunRepun@Innmutlore CORNER RECORD Agencylndex Document Number City of _ ,V67 POTT 1601—CN County of QL2 rQ/V'/_ _ . California Brief Legal Description _ kp'f <14 CORNER TYPE COORDINATES (Optional) N. _ — E _ Government Corner ❑ Control ❑ Elevation Meander ❑ Property Units Metric ❑— U.S. Survev Foot Rancho ❑ Other ❑ Horizontal Datum Zone Epoch Dam Detect Survey U` G__rQ _%l7_Venccal Datum_ _ ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) 8771 ❑ 8773 ❑ Other: Cotner/ Leff as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished D Referenced ❑ Post -Construction Narrative of corner identified and monument as found. set, reset. replaced. or removed'. 11 See sheet N2 for description(s): SURVEYOR'S STATEMENT Nur(- 7hu Corner Record was prepared by me or unner my direction In conformance withthe Professional Land Surveyors' Act on 7�'/!- 1%.nTF nt j Si9nnn _ , PV__&14_1-- P.LS. or R.C.E. Wo COUNTY SURVEYOR'S STATEMENT ---- Ths Cramer Record ,as received and domuted and filed S'gnec P,LS. or R C.E. No. 10le County Surveyor's Comment �ft•trse.�ro Document Number _ ALEPPO STREET _ _ --'��"---- N88°]0'00"E 172.89' �— '00"E Agency Index _ N6°30'00'W 30.10, m I i \ N88010'00"E j c N88 F, 92.00' (92.00') 1 0 1zo.oU pzo.oa'> 3 �, 1 TPHcT g C LOT 91 O ti z �� u) LOT 67 �. � � 0 s r _ N82°22'OUT 9.97 ,) 39.97' I J � 2 SCALE 1"=50' g I\ g I W LOT 90 MONUMENTNOTES: w o o ♦ FOUND CNB WELL MONUMENT V1 2 `" _— WITH 2" BRASS DISK & PUNCH `- MARK, DOWN 1'. PER( ) 7?� I 0 FOUND MONUMENT AS NOTED. I 1 \ 86 O SET L&T 1.00' O/S P.L, TAGGED IRiGJi L.S. 4653 1 LOT 89 �� I O SET TAG L.S. 4653 IN EPDXY ON TOP OF CONCRETE. PD. I" I.P., NO TAG, --- DOWN 0.2', ACCEPTED AS 1122 I" I.P. PER( ) a FD. 1" LP., LS 2600, PF.R �. 4705, M.M. 186/30-35, DOWN 0.2' 0 0 LOT 88 S.F.N. SEARCHED FOUND NOTHING ( ) INDICATES RECORD DATA PER TRACT NO. 4705, M.M. 186/30-35. '. BASIS OF BEARINGS: 5 THE C.L. OF ARBUTUS BEING N7°38'00" W PER TR. NO. m $ b � 4705, M.M. 186/30-35 WAS USED LO 1 87 AS THE BASIS OF BEARINGS 2 FOR THIS DOCUMENT. z \ 2 l _ \ 1 30' B.C. PT^# DELTA RADIUS LENGTH /� 95°48'0ll" 20.00' 33.44' (33.44' �m CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 civic center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 BUILDING HEIGHT CERTIFICATION Project Street Address: Building PermitNumber(s): 2-0)9 '` 0 Ifir.'5� As the surveyor of record for the project at the above address, I hereby certify that l 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 hack 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: U,NAVD88 U NGVD29Assumed Please provide the following elevation information for the highest roof ridges, flat roofs, or parapets/guardrails; Additional elevation points may be r ques�te� by the Building Ins ec RIDGES (3:12 slope or greater) 1. Approved elevation point of ridge is 130,47 and actual elevation, point is 2. Approved elevation point rofridge '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: ® I$ in compliance with the City -approved plans. 0 IS NOT in compliance with the City -approved plans (Provide Please describe any deviation from the City -approved plans on the back of this form. Surveyor or Civil Engineer's* signature and (Wet stamp and signature required) * License number of 33965 or lower Pornm\Duilding Height CeHiOcetian 11102/1(, Date TOTAL ENGINEERING SERVICES, INC. 1651 East Fourth street, Suite 228 • Santa Ana, CA 92701 • Tel: (949) 378-5842 FAX :(949) 215-6142 July 16, 2019 Mr. Donato Pilla 2338 Arbutus St Newport Beach, California 92660 RE: 2338 Arbutus St, Newport Beach Dear Mr. Pilla: This letter is in response to a couple of field question that was brought up to our attention by the city inspector. The question is for floor joist that were used on the jobsite. Please notice that Cascade BCI Series 6000 1.8 can be used instead of Weyerhaeuser TJI Series 210. With the use of the Floor Joist, no ceiling joists are needed on the floor level, and can be omitted from the plans. The second question is about the Header labeled B8. With the type of door that he owner has chosen, and the manufacture's installation specifications for the door to be operable, a deeper header was needed. In lieu of the 5 1/4" x 11 7/8" Header, a 5 1/4" x 20" is recommended to be used. This opportunity to be of service is sincerely appreciated. Should you have any further questions please do not hesitate to contact this office. Very truly yours, Yasser Salem, S.E. Principal Engineer Total Engineering Services, Inc.