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Home My WebLink AboutS2019-0018 - MiscS,201a-001$ '2639 Basswoaj Sf City of Newport Beach Special Inspector Manual Contractor: United Construction Sub -contractor: FS Construction CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 i Newport Beach, CA 92658 www.newportbeachca.gov i (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: Speaker Residence -2632 Basswood St. Permit Number: X2019-1607 _ Inspection Type (s): Epoxy Inspection Date (s): 6/5/2019 (x ) Periodic ( ) Continuous Describe Inspection, Including Location(s): -Observed epoxy placement of #5 rebar dowels into existing grade beam for new osts atool house with -_8"embedment length pe_r plan page S2 details-- 8/SD-1 and 16/SD-1. .List Tests Made: Total Inspection Time Each Day: I- Date: 6/5/2019 Hours: " 4 List: All Items Requiring Correction (Include Previously Listed Uncorrected Items): Comments: -Rebar free from rust and deleterious materials. All holes wire brushed and blown cleannprior to epoxy placement____---_„ Sim son Set XP -22N: 1000031146 Exp: 2/16/2021 To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. 49 ecial Inspector Signature: Date: 6/5/2019 Print. Full Name: Newport Beach Registration: No.: Charles Beardslee NB -0692 SpedallnspectlonRep n 09/25/2015 67 �-yy Continuous Inspection & Materials Testing S ST Itispecl1011 c`':. Testing, hic. 441 Commercial Way, La Habra,: C:4 90531-6163 (562)941-2990 - (714)52.6-8441 FAX (562)046-0026 FIELD DATA ON TEST SPECIMENS 5'�O/q-ODI8 --- ASTM C31, C138, C143, C172, C173, C231, C1064 -.-93Z 13usswOd6 5E CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE: ADDRESS: 2632 BASSWOOD DT. NEWPORT BEACH JOB #: DATE: 05/13/2019 JOB NAME: SPRAKER PERMIT M S2019-0018 ISSUED BY: ARCHITECT: ENGINEER: LACHER ENGINEERING CONTRACTOR: FUSION POOLS SUB: WEST COAST SHOTCRETE LOCATION IN STRUCTURE: FLOOR OF THE POOL TRACT: PHASE:LOT #: CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 71/2 -1 TYPE OF CEMENT V ADMIXTURE: TICKET #: 290722 SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F CONCRETE TEMP: MIXING TIME: TIME CAST: 08:20 DATE CAST: 04/05/2019 RECEIVED AT LAB: 04/11/2019 SPECIMENS MADE BY: ERIC LUIZ SPECIFIED PSI @ 28 Days: 4500 LAB #: 139904 CLIENT: RICHARD LUIZ TESTING INFORMATION: SAMPLE IDENTIFICATION: 1819045 1819046 1819047 AGE DAYS: 28 28 28 DATE TEST: 05/03/2019 05/03/2019 05/03/2019 SIZE (in.): Height X Diameter 8.000 X 4.000 8.000 X 4.000 8.000 X 4.000 AREA (in.A2): 12.57 12.57 12:57 CRUSH LOAD (Ibs.): 59100 58320 59410 COMPRESSIVE STRENGTH (psi.): 4700 4640 4730 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: III I i' C.T.M. USED: Forney Forney Forney REMARKS: ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL,. WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:Thesetest results are from samples cast by inspectors or techniciansnot employed: by our firm. They were either delivered to our laboratory or picked ❑p by our driver. We will accept no responsibility for the inspection made on the jobsite by the: inspector, furthermore we do not take responsibility for any information onthis report other than the strength as tested and. reported. ASTM C39 BREAKS: 1=CONE - 11=CONE ANDSPLIT - RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ZAFAR AHMED PRINCIPAL ENGINEER III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED RICHARD LUIZ 5071 LOYOLA AVENUE WESTMINSTER, CA 92683 Report of Special Inspection Project Name & Address Permit Number `7 Inspection Type(s) Inspection Dates) List Tests Made: Total Inspection Time Each Day: [ J Periodic j J Continuous ewre"4 o -P i Date I Hours I i_.ist items Requiring Correction, include uncorrected items previously listed Woe. Comments: To the best of my knowledge, the wort: inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions or the U.B.C. I xcept as noted?,aBove. Signed: Date Print Full A`ame: YL Registration No. lle-#V-? 'g74i7 c ,ZG 3,2 �sSGv00 d DL Acoustics 14301 Middletown Lane Westminster, CA 92683 Re5eINch&C0nsu/%Vh7Ab0"5 CS Voice/Fax 714.373.3050 dlubman@dlacoustics.com Homeowner July 29, 2019 2632 Basswood St. Newport Beach, CA, 92660 Report emailed to: eric@fusionpoolandspa.com Pool and or Spa Noise report for residence at 2632 Basswood St., Newport Beach, CA Dear Homeowner: At about 11:30 a.m. Monday, July 29, 20191 measured the pool and or spa equipment noise at your nearest neighbor's residence to test for compliance with the Newport Beach noise regulation (10.26.025). Newport Beach Residential Noise Standard For Noise Zone 1 (residential) the N. B. regulation's daytime noise level standard (maximum noise level from 10 p.m. to 7 a.m.) is 55 dBA— corrected for ambient noise. The nighttime noise standard (max noise level from 7 a.m. to 10 p.m.) is 50 dBA. The measurement is corrected for ambient noise and rounded to the nearest decibel as shown below. I am pleased to report that measured pool and or spa apparatus noise meets the Newport Beach noise standard for 24-hour use. Pertinent details of my findings are reported below. Locations and values of daytime noise measurements Uncorrected pool and or spa noise + ambient noise measured at property line: 49.42 dBA Ambient noise level measured at this location: not needed Pool and or spa equipment noise corrected for ambient noise: not applicable Pool and or spa equipment noise rounded to the nearest decibel: 49 dBA 49 dBA (Pass for 24 hour use) The currently installed pool and or spa apparatus noise of 49 dBA meets the Newport Beach noise code for both "daytime" use (7 a.m. to 10 p.m.) and "nighttime" use (10 p.m. to 7 a.m.), since the noise corrected for ambient does not exceed 50 dBA. If you have any questions about this report, please do not hesitate to contact me at (714) 373- 3050 or by email at dlubman(a)dlacoustics.com Sincerely yours, f" L.t iT'Y!' MVM David Lubman, FASA, FINCE Acoustical Consultant Orange County Certification #200524 APPENDIX A: Measurement Instrumentation Equipment August 8, 2019 The acoustical equipment used in the performance of this test is in accordance with ASTM and ANSI (American National Standards Institute) requirements. Key elements are as follows: Critical sound measuring instruments (sound analyzer, calibrator, and microphone) are annual calibrated by an independent NAVLAP certified laboratory. All calibration documents are available for inspection upon request. Critical instruments employed were: Bruel & Kjaer— Type 2270 Type I Precision Sound Analyzer SN # 3006674 The most recent calibration was on 02/25/19. Bruel & Kjaer - Type 4189 microphone, SN # 2906915 The most recent calibration was on 02/25/19. Larson Davis - CAL200, SN # 12148 The most recent calibration was on 05/22/19.